A Study on Temperature Stress Control Measures of MgO Concrete Dam

A Study on Temperature Stress Control Measures of MgO Concrete Dam

Abstract: In recent years, the method of preventing cracks in dam body by adding Magnesium Oxide (MgO) to concrete has attracted more and more attention. This method makes full use of the delayed micro expansion characteristics of MgO to reduce or compensate the shrinkage deformation of concrete, reduce the tensile stress of concrete dam, and then effectively reduce the possibility of dam cracking. This paper studied the theoretical basis of using MgO to compensate for heat shrinkage, control thermal stress, and limit concrete cracking. After that, an exper- imental study on the deformation characteristics of MgO con- crete was carried out, and the mathematical model of autoge- nous volume deformation of MgO concrete is introduced. Finally, with the Linxihe project as the background, a Three- dimensional Finite element method (FEM) numerical simulation model was established to consider the thermal stress compensa- tion efficiency of MgO concrete by different content. The calcu- lation results show that using the expansibility of MgO concrete to create effective compressive stress in mass concrete can con- trol thermal stress and improve the crack resistance. The re- search results have promoted the search for solutions to control temperature and prevent cracking of concrete dams, provided support for more accurate effective concrete dam construction measures.

Keywords: Concrete cracking, concrete mixed with MgO, concrete dams temperature controlled, crack prevention, autogenous vol- ume deformation

1. INTRODUCTION

   A concrete arch dam is a kind of concrete dam with high economic and safety benefits and has a long practical experi- ence. The oldest arch dam in the world was discovered as the Vallon De Baume arch dam (12m high) built in Roman times [1]. The structural characteristics of the arch dam are different from other types of dam: firstly, its external load is mainly through the effect of the arch moving to the two shoulder shoulders, the stress state in the dam is mainly compression stress. The structural characteristics of the arch dam are different from other types of dam: firstly, its external load is mainly through the effect of the arch moving to the two shoulder shoulders, the stress state in the dam is mainly compressive stress. This feature is capable of adapting to the high compressive resistance characteristics of the dam

   material (concrete or masonry), which promotes the material's power capacity. Secondly, the arch dam's weight mainly through the arch effect to the shoulders, so the stability of the arch dam is mainly based on the rock of the two shoulder dams. In the same position under a similar state of high dam condition, the conventional arch dam is only 1/1.5 to 1/5 of gravity dam, thereby saving construction materials.

   The concrete arch dam is a superstatic structure subject to multi-directional constraints. The temperature will greatly affect the stress of the dam body, excessive changes in tem- perature difference usually produce temperature stress that exceeds the strength of the concrete, which in turn leads to cracks in the dam body. Traditional temperature control measures such as lowering the storage temperature, reducing the adiabatic temperature rise, cooling water pipe, and surface insulation can effectively control the maximum temperature rise of the concrete dam, reduce the temperature gradient, and reduce the temperature stress, thereby preventing the arch dam cracking. However, the above mentioned temperaure control and crack prevention methods usually have the disad- vantages of poor economy and large construction interfer- ence. Therefore, scientists have been continuously looking for new methods to prevent concrete cracks. In recent years, the method of preventing cracks in dam body by adding Magnesium Oxide (MgO) to concrete has attracted more and more attention. This method makes full use of the delayed micro expansion characteristics of MgO to reduce or com- pensate the shrinkage deformation of concrete, reduce the tensile stress of concrete dam, and then effectively reduce the possibility of dam cracking. Fact shows that MgO, after being heated at high temperatures, will naturally inflate during hy- dration to transform to MgOH., which has good latency, and a unique developmental delay by using this characteristic of MgO, the construction process of mass concrete can be effec- tively simplified, the concrete cracking of the dam body can be avoided, the construction progress can be accelerated, and the engineering investment can be saved [2], [3].

   For the reasons mentioned above, the objective of this pa- per is to summarize and analyze on the causes of concrete arch dam cracking and the expansion characteristics of MgO concrete in preventing concrete cracking. Moreover, the evaluation of the expansion characteristics of MgO concrete will be analyzed through actual test results and mathematical models simulating the evolution of autogenous volume de- formation of MgO concrete.

2. CONCRETE THERMAL CRACKING AND

   PREVENTION

   1. Cracking phenomenon of concrete

      The cracking phenomenon in some concrete dams both in the world and China is a topical issue. Therefore, studying the causes of-cracks and repairing cracks during construction are also scientific issues of particular interest to many people. Accordingly, the cracking phenomenon of concrete is constituted by many factors such as changes in temperature, humidity, heterogeneity of concrete materials, unreasonable dam structure, excessive local stresses, incorrect construction methods. There are many reasons for concrete cracking, including thermal stress and shrinkage which are the most important causes of concrete project cracking during rapid construction, including concrete dams [4]. Because of the poor thermal conductivity of concrete, the temperature in mass concrete blocks will increase very quickly if the temperature does not escape quickly. The increasing or decreasing the temperature in concrete will result in volume change and generate heat stress. When the stress is greater than the allowable tensile strength of concrete, the structure will crack [5]. Not only that, the deformed volume of concrete itself and the inhibitory effect of the external force can lead to cracks in the dam body. Massive concrete dams suffer from the limitations of foundation and the increase of thermal hydration of cement, and due to the mass concrete masses, poor internal heat transfer performance. The occurrence and development of these cracks not only affect the aesthetics of the project, but also destroy the integrity of the concrete dam, change the stress state of the dam, and even result in the concentrated leakage passage of dam, which causes hidden dangers for the dam [6].

   2. Measures of cracking prevention

      The pouring blocks of large concrete structures are often very large in size and will be easily affected by temperature. Therefore, in order to ensure the integrity, aesthetics, waterproofness, and longevity of the structure, when designing and constructing concrete works in general and arches dams in particular, must be paid special attention to the generation of thermal stress, reasonable technological measures to prevent thermal cracks. [7].

      There are significant scientific means of temperature control during the construction of arch dams, depending on the type of crack and each specific condition, there will be the most appropriate temperature control principle. 1) For surface cracking, it is necessary to thoroughly eliminate the temperature and reduce the temperature difference inside and outside. 2) Due to the temperature control insite concrete has the following two contents: the first is to minimize the

      temperature difference between the highest temperature of concrete and the stable temperature. On the other hand, it is necessary to make the temperature steady without forming a large slope. 3) The third requirement is to make the dam body rapidly reach the final stable temperature to handle the seal, which loses the threat of relatively large heat stress.

      From the aforementioned reasons, it can be seen that controlling the temperature at concrete dams has many tasks, including the highest temperature control and heat escape are the main works [8]. When constructing mass concrete works, the following temperature control measures can be applied: using low heat cement, using optimal mix proportions of concrete to reduce cement content, using larg- er coarse aggregate, using the activated mineral additives, air- entraining admixtures and chemical additives to improve the properties of concrete, pre-cooling concrete aggregate and mixing water to create a concrete mixture with low initial temperature before concrete pouring, using appropriate size concrete pouring block, combining construction schedule and seasonal temperature changes to determine the height of each concrete layer and the intensity of concreting, curing concrete surface which takes place immediately after concrete placing and finishing, and involves maintenance of desired moisture and temperature conditions, both at depth and near the sur- face, for extended periods of time, heat dissipation with the cooling pipe has been partially positioned into the concrete, insulating surface to minimize the temperature difference between inside and outside the concrete block.

   3. Application of MgO concrete in arch dams

   In order to control the temperature in concrete, some typi- cal methods are used including using the cooling water pipe, precooling aggregate, increasing construction time, adding fly ash, and other traditional temperature control methods. Alt- hough these methods contribute effectively to the control of concrete temperature in the dam, they increase construction time and cost money. Therefore, scientists have been contin- uously looking for new methods to prevent concrete cracks, including the addition of MgO-type expansion agents that can compensate for shrinkage of concrete and relieve the cracking risk [9], because the addition of magnesium oxide may cause expansion deformation [10][14]. This approach was first developed in China in the 1970s when the Chinese researchers and engineers discovered that the thermal shrinkage of mass concrete in the Baishan Dam was effectively compensated by the delayed expansion due to the slow hydration of the periclase contained in the cement clinker, and thus thermal shrinkage cracking was minimized [15]. Then, Chinese researchers and engineers focused on the research of the hydration and expansion of high MgO- containing expansive cement [16], [17], and their compensation effects on the thermal shrinkage of mass concrete. In recent years, with the continuous deepening of research, MgO concrete dam construction technology has been used more and more. The use of MgO concrete, supplemented by other appropriate measures, can partially replace traditional concrete dam temperature control measures. This will not only help solve the cracking problem of concrete dams, but also enable continuous pouring of long

   blocks, thick layers, shorten the construction period, and greatly speed up the construction progress, so it has significant technical and economic advantages and application development prospects in China.

   Reality has shown that MgO after being heated at high temperatures, will naturally inflate during hydration to trans- form to MgOH, which has good latency, and a unique devel- opmental delay by using this characteristic of MgO, the con- struction process of mass concrete can be effectively simplified, the concrete cracking of the dam body can be avoided, the construction progress can be accelerated, and the engineering investment can be saved. During 50 years of ex- perience in the use of MgO, several studies have shown that the thermal shrinkage compensation with slowly hydrating MgO is an effective and economical method to prevent ther- mal cracking in concrete dams. The application achievements of dam construction technology with MgO concrete have demonstrated that delayed micro-expansion of MgO concrete may be used to let the concrete produce appropriate pre- compressive stress, so as to reduce or balances the tensile stress generated during concrete temperature drop, improve the crack-resisting performance of concrete, and fundamen- tally resolve the crack control issue of dam concrete [18].

   Several laboratory experiments and practical work have shown that when concrete contains a certain amount of MgO, the concrete will undergo autogenous volume deformation after solidification. The process of thermal expansion and shrinkage co-generates at the same time. Therefore, this feature compensates for the temperature shrinkage of the concrete, which is beneficial for preventing cracking. Taking advantage of this property of MgO concrete to apply to the construction of arch dams, eliminating or simplifying traditional heat control of concrete, and may not or reduce the number of arch dam joint and accelerate dam construction [19]. The key problem of MgO concrete is to determine the composition of the concrete and the mixing amount of MgO to make it most reasonable.

   History shows the changes in the proportion of MgO in concrete content. In the 1880s, cement with 16% to 30% MgO content was used in building bridges in France [20]. In the 1970s, research results at the Liujiaxia and Hengren dams in Jilin province, China demonstrated the reason for fewness cracks, which the autogenous volume deformation (AVD) of MgO concrete made compensation for shrinkage at a lower temperature. The autogenous deformation of the Liujiaxia dam was 6010-6 and that of the Hengren dam was 10010-6 when concrete mixed with 4.5% to 6% MgO content. Baishan Dam used 5% MgO mixed into the concrete without concrete cracks. This result is the cause of the hydration of MgO ce-

   product uniformity and stability. The expansion behavior depends on many parameters including its reaction activity, dosage, mix proportion of concrete, curing temperature and age, etc.

   According to the previous statement, traditional techniques for controlling the temperature rise of concrete have been developed relatively. Nowadays, the technology of adding magnesia concrete to construct dams and RCC arch dams which have gradually become a research hotspot. So for thermal stress and temperature control, it is necessary to study the AVD properties of RCC mixed with MgO. Since 1995, the use of MgO for the entire dam body has been used as the Liujiaxia, Hengren, Panjiakou dam; all of them adopted cement which contained 2% to 5% MgO. Since then, the method of adding MgO into the cement in the factory or adding MgO into the concrete whil mixing was adopted in the dam, such as Shitang, Tongjiezi, Shuikou, Doufeng, Yanjinqiao, Lijiaxia dam, Qingxi, and Feilaixia dams in Chi- na [21],[24].

   Fig. 1.Downstream view of Changsha Arch Dam [24]

   Subsequently, a large number of studies demonstrated that Fushun cement used in Baishan arch dam contained 4.28% to 4.38% of MgO, the main cause of expansion, and the expan- sion of MgO concrete occurs mainly in the medium term and about 80% of the expansion occurs in 20 years [25]. The AVD observed by a stress-free meter embedded in Shuikou dam is generally (40 to 60)×10-6, and conventional concrete measurements are (20 to 30)×10-6, and the effective expan- sion deformation is (60 to 80)×10-6, providing compensatory stress of 0.3 to 0.5 Mpa [26]. The Changsha arch dam used 3.5-4.5% MgO in the entire dam section, compensating for thermal stress during construction by using its expansion characteristics. This method simplifies the prevention of con- crete cracking like traditional concrete pouring methods such as ice-cooling [27].

   TABLE 1 Application of MgO for concrete dams [28],[29]

   Dam	Height m	MgO %	Joint	Construction time
   Changsa	59.5	3.5 – 4.5	Without joint	1 – 4/1999
   aode	61.2	3.5 – 5.5	Without joint	3 – 10/2001
   Sanjiang	71.5	4.5	Joints	10/2002 – 5/2003
   Yujinahe	81	3.0 – 4.0	Joints	11/2003 – 5/2004
   Longshou	80	3.0 – 4.5	Joints
   Bamei	53.5	5.5	Without joint	2 – 7/2003
   Changtan	53	5.5 – 5.75	Joints	4 – 12/2004
   Luojiaohe	81	5 – 5.5	Joints	1 – 10/2006
   Macaohe	69.5	6	Joints	1 – 11/2007

   Dam	Height m	MgO %	Joint	Construction time
   Changsa	59.5	3.5 – 4.5	Without joint	1 – 4/1999
   aode	61.2	3.5 – 5.5	Without joint	3 – 10/2001
   Sanjiang	71.5	4.5	Joints	10/2002 – 5/2003
   Yujinahe	81	3.0 – 4.0	Joints	11/2003 – 5/2004
   Longshou	80	3.0 – 4.5	Joints
   Bamei	53.5	5.5	Without joint	2 – 7/2003
   Changtan	53	5.5 – 5.75	Joints	4 – 12/2004
   Luojiaohe	81	5 – 5.5	Joints	1 – 10/2006
   Macaohe	69.5	6	Joints	1 – 11/2007

   ment [21]. Therefore it can be asserted that the use of MgO in concrete is an important scientific foundation to improve the

   autogenous crack prevention of concrete. Previous studies as Lei Guo et al. [15], S. H. Liu et al. [22], P.W. Gao et al. [23] made predictions about the AVD process of MgO concrete. These studies and applications have shown that the expansion properties of MgO materials will determine the expandability of MgO cement. However, the quality of MgO expansion materials is closely related to production conditions, calcina- tion systems, grinding fineness and particle size distribution,

   It can be seen from TABLE 1 that the arch dams using MgO concrete technology are small and medium-sized arch dams (dam height is less than 100m), with an average MgO content of 4.5% and a maximum of 6.0%. Early arch dams had almost no cracks, but the simulation analysis of the pro- ject found that the expansion of MgO concrete could not fully compensate for the thermal stress of the dam. If construction measures are not adopted, the concrete dam still has potential cracks. Therefore, for future high dams using MgO concrete technology, more joints will be arranged to improve the safe- ty of the project.

3. EXPERIMENTAL STUDY ON THE AUTOGENOUS VOLUME DEFORMATION OF MGO CONCRETE

   1. Expansion mechanism and characteristics of MgO concrete

      MgO will cause volume expansion during hydration, when adding an appropriate amount of MgO into concrete can offset part of the volume shrinkage caused by the cooling after pouring and preventing cracking of the concrete. The good anti-cracking effect of MgO concrete in the Baishan Dam has attracted widespread attention from domestic experts, and has also led to in-depth research on MgO materials and dam construction technology. Scientists around the world have studied the theory of expansion mechanisms as well as actually studied the expansion process of MgO concrete. Accordingly, many scholars have proposed a method to describe the expansion deformation process of MgO. The AVD of concrete is essentially the volume expansion caused by cement stones, and the aggregate itself is not expanded. This is the essential difference caused temperature rise between it and concrete. Therefore, as long as the expansion mechanism of cement stones is clear, the expansion mechanism of concrete is clear.

      Academician Mingshu Tang [30] of Nanjing University of Chemical Technology, after years of research believing that the calcination of calcined periclase (crystals) at a high temperature is very slow, resulting in spontaneous growth during hydration volume expansion appears later; the formation and development of crystals from hydration are the source of delayed expansion of cement stones, the expansion power of cement stone comes from the swelling power of crystals and the growth pressure of crystals, which is the main motivation for the expansion of cement stone. Because as the crystal developes, the growth pressure of crystal becomes the main motivation for the expansion, the amount of expansion of the cement stone depends on the position of the crystal, its size and its morphology. These are fine brucite crystals concentrated on the surface of the particles that can produce large expansion, brucite crystals in a large area around the rough, dispersed particles causing a small amount of expansion. The expansion properties of cement stone and concrete mainly depend on the quality and content of the expanded materials, the ambient temperature, the type and

      the expansive model with the model coefficients are mainly influenced by the content of MgO, the curing temperature and time will be discussed.

      Dam	Height m	MgO %	Joint	Construction time	amount of mineral additives, mineral composition and content of cement clinker. In the next sections, the experi-
      Liaojiangdi	67	5.9	Joints	12/2007 – 10/2008	mental methods and results are first introduced, followed by
      Huanghuazhai	108	2.5 – 3.0	Joints	1 – 10/2008

      Dam	Height m	MgO %	Joint	Construction time	amount of mineral additives, mineral composition and content of cement clinker. In the next sections, the experi-
      Liaojiangdi	67	5.9	Joints	12/2007 – 10/2008	mental methods and results are first introduced, followed by
      Huanghuazhai	108	2.5 – 3.0	Joints	1 – 10/2008

   2. Experimental results of the AVD process of MgO con- crete

      A large number of experimental studies and engineering applications show that the expansibility of MgO cement mainly depends on the expansibility of MgO material. How- ever, the quality of MgO expansive material is closely related to the production conditions, calcination system, grinding fineness and particle size distribution, product uniformity and stability. In this paper, the authors focus on the experiment of the AVD process of MgO concrete under different MgO con- tent, temperature and curing time conditions. Experimental methods and conditions are referenced in the previous studies of the author [2], [3]. When mixed with 3%, 4% and 5% MgO, the expansion of the concrete is greater than the shrinkage, so the expansion occurs at a later age. Fig. 2 shows that with the increase of MgO content in concrete, the AVD process of MgO concrete also increases. This also demon- strates that when MgO expansion materials are incorporated into concrete, the shrinkage can be compensated by the hy- dration of the expansion materials in the concrete [23].

      In the early days, the expansion agent in concrete can cause less shrinkage, but at an older age, the expansion is greater, the expansive deformation of concrete with the MgO- type expansive agent might be controlled by blending fly ash in it [31].

      Fig. 2.The AVD of three types of experimental specimens mixed with 5%, 4% and 3% of MgO content, respectively, under different curing temperature and time conditions [2], [3], [32]

      The expansions of concrete with MgO expansive materials increased with the curing time as shown in Fig. 2 in early age and tended to be constant in later age. The AVD of MgO concrete increased fast in the period of 190 days, and more slowly after being cured for 190 days. This can be explained by the higher curing temperature causing the paste to swell more, the molecules in the solution activate faster and more MgO reacts with water, so the hydration of MgO and the ex- pansion of the paste increase [31].

   3. The mathematical model to simulate the AVD process The micro-expansion performance of the MgO concrete is

   directly related to many factors, such as the MgO content, temperature, age, cement type, fly ash content, and MgO quality. In practical engineering applications, especially scientific experiments to determine the various properties of MgO concrete, mathematical models should also be proposed to simulate the AVD process. In this section, the author will introduce a mathematical model that fully expands the expansion of MgO concrete.

   G t,T t c T c2 106 T 2 T 2 t 1 1 1

   (1)

   where G(t,T) is the AVD equation of MgO concrete as a function of the curing time t; t is the curing time (day); T is

   the temperature (oC), the functions T 2 , T 2 , and cTc2 are

4. EVALUATE THE THERMAL STRESS CONTROL EFFICIENCY OF MGO CONCRETE DAM

   1. Finite element mesh

      As mentioned in the previous section, MgO is an expansion agent that compensates for the shrinkage of concrete, thereby preventing the thermal cracking of concrete. The selection of MgO content must meet the stability of the concrete dam because the compensation effect will be different at different dosages. However, solving the thermal problems of MgO concrete dams is complicated, and the results of temperature calculations depend on many factors. Therefore, in order to establish a scientific and economical concrete dam construction process, it is necessary to study and understand the influence degree and law of basic factors including MgO about the temperature and thermal stress of concrete arch dams during construction. In this section, a three-dimensional finite element numerical simulation model was established to consider the thermal stress compensation efficiency of concrete mixed with different amounts of MgO expansion agent. This section sim- ulates the construction process of the Linxihe arch dam, and the sequence of concrete pouring over time through a three- dimensional finite element method (FEM). The calculation model is mainly shown in Fig. 3.

      For large concrete structures, durability and performance related to temperature state and crack resistance are very im- portant. These are elastic modulus, Poisson coefficient, ten- sile strength, tensile deformation, variable magnetism, free volume deformation, autogenous volume deformation, ther- mal expansion coefficient, thermal conductivity, and water permeability. The thermal parameters of concrete mainly refer to the thermal conductivity, the surface heat exchange coefficient between the environment and the concrete, and the autogenous volume deformation. Moreover, attention should be paid to increasing concrete temperature, elastic modulus, and creep deformation, these parameters depend on the age and temperature of concrete. In this study, the calcu- lation model parameters are referenced from V. C. Nguyen [32].

      defined by:

      1 1 1

      1

      1

      T2 4.5933lnM 3.5595T 0.9090lnM 0.6788

      1

      1

      T 2 7.541lnM 12.835T 0.4024lnM 2.0143

      1

      1

      c Tc2 0.174 lnM 1.0067T 0.0334lnM 0.0272

      (2)

      (3)

      (4)

      where M is the MgO content (%). The final equation of the AVD model in Eq. (1) shows the AVD of the MgO concrete which is a function of the MgO content (M), temperature (T) and curing time (t). This equation is considered to be a rela- tively complete equation with the components of MgO con- tent, temperature and curing time as the main factors affect- ing the AVD process of MgO concrete. This equation will be used to simulate the deformation of MgO concrete at any curing temperature and time [2].

      Fig. 3.Three-dimensional geometric characteristics of the Linxihe arch dam

   2. Analysis of the effect of MgO content on thermal stress field

   In this section, the dissertation will analyze the ability to improve dam body stress with different MgO content. The

   use of MgO content must meet the stability of concrete dams because the ability to compensate concrete shrinkage in different dosages will also vary. Therefore, the calculation of dam body stress using MgO will have to use the model of autogenous volume deformation coefficient which studied in previously section, corresponding to the MgO content of 0%, 3%, 4% and 5%. The temperature and thermal stress of any point in the dam body will be calculated. The construction of the dam according to the construction plan lasts from De- cember 2020 to the end of September 2021, and the simula- tion time lasts until the end of September 2022. Through the simulation of the temperature field and stress field during the construction period, in order to better compare the low temperature and high temperature pouring effects, according to the pouring time, the representative points at the dam height of 26 m, 52m, and 80m. Represents these results at points upstream of the dam to show the relationship between thermal stress and various MgO content (0%, 3%, 4%, and 5% MgO) as shown in Fig. 4 to Fig. 7.

   Fig. 4.Thermal stress for the point at 26 m of height of the dam

   Maximum tensile stress for the point at 26 m of height of the dam are 0.47 MPa, 0.44 MPa, 0.43 MPa,0.41 MPa, re- spectively, with concrete mixed with 0%, 3%, and 4%, and 5% of MgO conent. The occurrence time in March 2022 at the point on the upstream surface of the dam.

   Maximum tensile stress for the point at 52 m of height of the dam are 0.85 MPa, 0.79 MPa, 0.76 MPa, 0.70 MPa, re- spectively, with concrete mixed with 0%, 3%, and 4%, and 5% of MgO conent. The occurrence time in May 2022 at the point on the upstream surface of the dam.

   Fig. 5.Thermal stress for the point at 52 m of height of the dam

   The comparison of stresses of the upstream, middle, and- downstream points of the dam at 52 m of height as follows:

   Fig. 6.Comparing stress at points at a height of 52 m

   Fig. 7.Thermal stress for the point at 80 m of height of the dam

   Maximum tensile stress for the point at 80 m of height of the dam are 1.00 MPa, 0.94 MPa, 0.90 MPa, 0.85 MPa, re- spectively, with concrete mixed with 0%, 3%, and 4%, and 5% of MgO conent. The occurrence time in February 2022 at the point on the upstream surface of the dam.

   The calculation results in Fig. 4 to Fig. 7 show that the maximum tensile stress of all points in the dam satisfies the permissible stress conditions. When 5% MgO is added, the concrete can obtain the most effective tensile stress. The re- sults show that Moreover to meeting the premise of stability and economic conditions, concrete with a higher MgO con- tent will have a better impact on the stress state of the dam. This shows the effectiveness of using MgO to prevent crack- ing of concrete dams and control thermal stress. MgO can compensate the volume deformation shrinkage of concrete blocks, and is an effective way to solve the problem of tem- perature cracks in concrete engineering construction.

5. CONCLUSION

The seeking solutions to overcome traditional temperature control measures and improve the thermal stress control ca- pabilities of concrete dams has become a hot topic in recent years. Most of these traditional methods have a certain effect on controlling temperature and preventing concrete cracking, but it cannot be denied that these measures also extend the construction time and expensive construction costs. This prompted engineers to look for new construction measures to better control the temperature and thermal stress of the concrete dam. In recent years, the method of preventing cracks in dam body by adding MgO to concrete has attracted more and more attention. This method makes full use of the delayed micro expansion characteristics of MgO to reduce or compensate for thermal shrinkage deformation of concrete, reduce the tensile stress of concrete dam, and then effectively reduce the possibility of dam cracking. So far, many concrete

dam projects have used MgO as a measure to effectively control concrete cracking.

Firstly, the paper studies the theoretical basis of using MgO to compensate for heat shrinkage, control thermal stress, and limit concrete cracking. After that, the author introduced the experimental model and the results of calculating the AVD process of MgO concrete under different conditions of MgO content, curing temperature and time. This is followed by the introduction of a mathematical model that fully simulates the expanded properties of MgO concrete. This paper introduces three different MgO contents (includ- ing 3%, 4%, and 5% MgO) were selected to analyze the ef- fect of using MgO to control thermal stress during dam con- struction. Using the expansibility of MgO concrete to create effective compressive stress in mass concrete can control thermal stress and improve the crack resistance of concrete. The research results will produce a foundation in design cal- culations, produce the construction processes for concrete arch dams (speed of construction, measures to control the temperature during the construction process, construction time for a concrete layer, MgO content) are the factors that influence the thermal stress field of a concrete dam.

ACKNOWLEDGMENTS

This research was supported by the National Key R&D Program of China (Grant No. 2017YFC1501100), the Na- tional Natural Science Foundation of China (Grant No. 51279090, 51679129) and sponsored by Research Fund for Excellent Dissertation of China Three Gorges University. The authors thank the reviewers for useful comments and sugges- tions that helped to improve the paper.

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