Hongrun Construction Group Co.

Shanghai, China

Hongrun Construction Group Co.

Shanghai, China
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Qiu C.-C.,Shanghai University | Zhang M.-X.,Shanghai University | Wei W.,Hongrun Construction Group Co.
Yantu Lixue/Rock and Soil Mechanics | Year: 2011

Grid-rib reinforcement is a kind of horizontal-vertical (H-V) reinforcement. A series of plane strain tests of sand reinforced with grid-rib are carried out under different confining pressures. Studies are focused on the influence of holes' sizes and kinds, various rib's heights and different confining pressures. Based on the specimen failure situation, components of additional pressures are explained, including grid's friction, pinching pressures of holes, rib point friction and rib's lateral resistance. According to the strength theory of conventional reinforced soil, strength analysis of frictional failure of sand reinforced with grid-rib under plane-strain condition is conducted, and the results of analytical prediction are comparable with those from the plane-strain tests.

Zhu S.,Hohai University | Wang Y.,Hohai University | Weng H.,Hohai University | Weng H.,Hongrun Construction Group Co.
Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering | Year: 2011

The scale effect of density on the mechanical properties of coarse-grained dam materials is ignored in previous studies. On this basis, four scale methods are used to obtain the maximum dry density in laboratory according to the original average design gradation curve of rockfill in Shuangjiangkou earth-rockfill dam. Based on the design generatrix of the coarse-grained dam materials gradation-Talbot curve and fractal geometry theory, the mechanism of scale effect of density for coarse-grained dam materials is interpreted, which selects the Talbot formula index and the factor reflecting the particle shape and roughness as the fractal indices. The basis of quantitatively evaluating the effect of gradation on density is provided; and the shortcomings of fuzzy evaluation only using the non-uniformity coefficient and curvature coefficient is overcome. Combined the mixed scale method, the numerical tests on the maximum dry density is carried out by using the particle flow code in two dimensions(PFC2D); the law of scale effect on the relative density and porosity of coarse-grained materials is studied; and the microscopic mechanism causing the difference is analyzed.

Zhu J.-G.,Hohai University | Liu Z.,Hohai University | Weng H.-Y.,Hongrun Construction Group Co. | Wu Z.-F.,Hohai University | Fu H.-Y.,Hohai University
Sichuan Daxue Xuebao (Gongcheng Kexue Ban)/Journal of Sichuan University (Engineering Science Edition) | Year: 2012

The conventional consolidated drained triaxial compression tests with three specimen dimensions were performed, and difference of the stress-strain behavior and shear strength between specimens at different sizes of a coarse-grained soil were investigated. The effect of specimen size on the behavior was studied. The test results showed that the stress-strain relation and the dilatancy for specimens with different size exhibit similar behavior, and the value is different. For the soil with the same cell pressure and gradation, the peak deviatoric stress of smaller specimen is higher than that of larger specimen, and the difference of the peak deviatoric stress decreases with the increase of specimen size. At lower cell pressure, variation of specimen size induces larger change of friction angle, and at higher pressure, the effect of specimen size on the angle becomes small. The Young's modulus and bulk modulus also change with the specimen size, and the law is to be verified by more test results.

Zhu J.-G.,Hohai University | Weng H.-Y.,Hohai University | Weng H.-Y.,Hongrun Construction Group Co. | Wu X.-M.,Daduhe Hydropower Development Co. | Liu H.-L.,Hohai University
Yantu Lixue/Rock and Soil Mechanics | Year: 2010

Four different scaling methods are used to scale a coarse-grained soil into a grading with smaller particles. The methods are mixing method, scalping method, equal-weight replacement method and similar grading method. The biggest grain size of each soil after grading is 10 mm, 20 mm, 40 mm and 60 mm, respectively. A number of relative density tests are conducted. To further analyse the test results, more relative density for other three soils with arbitrary grading are performed. The maximum and minimum dry density tests are carried out using vibrating method and loose filling method. The relationship between maximum or minimum dry density and the soil grading parameters, maximum particle size is investigated under the same compactive effort. A normalizing method is presented to express the relationship between dry density and grading. The relationship of dry density versus Cu, Cc and maximum particle size is found. According to the relation, the maximum dry density of the real gradation can be determined.

Yang Q.,Southwest Jiaotong University | Wang Q.,Southwest Jiaotong University | Jiang Y.,Southwest Jiaotong University | Zheng S.,China Railway Eryuan Engineering Group Co. | Xu P.,Hongrun Construction Group Co.
Jianzhu Cailiao Xuebao/Journal of Building Materials | Year: 2014

Damage of spray membrane waterproof material in the complicated groundwater environment was studied by using X-ray computed tomography (CT) and the validity of deciding the failure of the material was explored. With NaCl, Na2SO4, NaOH solution and the mixture of any two solutions, the spray membrane waterproof material was scanned by CT after immersion corrosion test of the material and the failure of the material was evaluated by using the change of CT number and CT variance. The results show that when the waterproof material is immersed in three kinds of single solutions respectively, the damage of the material in NaOH solution is the most serious and that in NaCl solution is slightest. After any two of the three solutions are mixed, the effect on the damage of the material is changed, but the damage is not all increased compared with the single solution; in the mixture of any two solutions, if the type of solution is changed, the sensitivity to concentration of another solution on the damage of the material will vary. CT number and CT variance can be regarded as efficient indices for evaluating the damage of the spray membrane waterproof material. ©, 2014, Tongji University. All right reserved.

Yuan Y.,Tongji University | Takao U.,Tokushima University | Yu C.,Hongrun Construction Group Co.
Advanced Materials Research | Year: 2012

The major content in concrete is aggregates. Reduce its usage and replaced with recycled concrete aggregate (RCA) could not only mitigate consuming of natural resources but avoid the treatment of solid wastes. Furthermore, producing self-compacting concrete (SCC) with RCA is a way for traditional construction industry in saving energy and avoiding noise emission. To seek the proper way in preparation of SCC with RCA, preparation of RCA, composition design, microstructure evolution with hydration, and mechanical properties are investigated within this study. It is found that successful producing of SCC with RCA is not a complicated process. © (2012) Trans Tech Publications, Switzerland.

Zhu H.,Tongji University | Liu X.,HONGRUN Construction Group Co. | Yao X.,Tongji University
Advanced Materials Research | Year: 2012

Based on the engineering that shield machine's passing through a vertical shaft in urban rail transit construction, two methods are proposed according to the engineering geology and construction organization and finite element model is established to simulate the real situation. After the technical analysis and safety analysis of the two methods, the recommended method is given, also given are the corresponding safety measures and construction procedure. The success of this engineering proves that this analysis is reasonable and the safety measures are worth of referring to. © (2012) Trans Tech Publications, Switzerland.

Bao X.-F.,Hongrun Construction Group Co. | Ge X.,Shanghai Municipal Engineering Design General Institute | Wang H.,Shanghai Municipal Engineering Design General Institute | Wu F.,Shanghai Municipal Engineering Design General Institute
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering | Year: 2010

The excavation of Expo axis is about 1000 m in length and 100 m in width, divided into three parts according to the excavation depth. The 800 mm diaphragm wall with slope or cement-soil wall combined top-downwards basement construction with partial floors used as horizontal frame is used in B2 part with the excavation depth 12 m and the protection level 3; The 1000 mm diaphragm wall with slope or cement-soil is used in shallow B3 part with the excavation depth 17 m and the construction method is similar to that of B2 part; The 1000 mm diaphragm wall combined with top-downwards basement construction is used in deep B3 part with the excavation depth 21.5 m and the protection level 2. The field measured results are shown also. The problem of large excavation is solved economically and safely.

Yuan X.,HONGRUN Construction Group Co.
Advanced Materials Research | Year: 2012

Based on a project of subway constructed near elevated high speed railway, FEM method is adopted to analyze the effect of shield tunneling on the horizontal and vertical displacement of pile foundation of the viaduct as well as the pile caps on the condition that the nearest clear distance is 5m. The results show that with appropriate parameter control of shield tunneling, the effect of EPB shield tunneling on the displacement of piles in the three directions, i.e. horizontal displacement along and perpendicular to the longitudinal direction of the rail line and vertical displacement, is little. The same goes for the differential settlement between pile caps. © (2012) Trans Tech Publications, Switzerland.

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