Earthquake Earth Pressure Calculation Method of Clay Retaining Wall

CICTP 2020 ◽  
2020 ◽  
Author(s):  
Yong Liu ◽  
Hongzhe Liu ◽  
Zhanyong Yao ◽  
Mingxia Shao ◽  
Yulong Zhao
Keyword(s):  
Calculation Method ◽  
Retaining Wall ◽  
Earth Pressure ◽  
Pressure Calculation

Study of Seismic Design Method for Slope Supporting Structure of Soil Nailing

2013 ◽  
Vol 353-356 ◽  
pp. 2073-2078
Author(s):  
Tian Zhong Ma ◽  
Yan Peng Zhu ◽  
Chun Jing Lai ◽  
De Ju Meng
Keyword(s):  
Seismic Design ◽  
Calculation Method ◽  
Retaining Wall ◽  
Earth Pressure ◽  
Calculation Model ◽  
Soil Nailing ◽  
Case Record ◽  
Analysis And Design ◽  
Supporting Structure ◽  
Earthquake Action

Slope anchorage structure of soil nail is a kind of economic and effective flexible slope supporting structure. This structure at present is widely used in China. The supporting structure belong to permanent slope anchorage structure, so the design must consider earthquake action. Its methods of dynamical analysis and seismic design can not be found for the time being. The seismic design theory and method of traditional rigidity retaining wall have not competent for this new type of flexible supporting structure analysis and design. Because the acceleration along the slope height has amplification effect under horizontal earthquake action, errors should be induced in calculating earthquake earth pressure using the constant acceleration along the slope height. Considering the linear change of the acceleration along the slope height and unstable soil with the fortification intensity the influence of the peak acceleration, the earthquake earth pressure calculation formula is deduced. The soil nailing slope anchorage structure seismic dynamic calculation model is established and the analytical solutions are obtained. The seismic design and calculation method are given. Finally this method is applied to a case record for illustration of its capability. The results show that soil nailing slope anchorage structure has good aseismic performance, the calculation method of soil nailing slope anchorage structure seismic design is simple, practical, effective. The calculation model provides theory basis for the soil nailing slope anchorage structure of seismic design. Key words: soil nailing; slope; earthquake action; seismic design;

Study on Soil Pressure of High Fill Retaining Wall in Construction Stage

2012 ◽  
Vol 204-208 ◽  
pp. 718-721 ◽  
Author(s):  
Peng Li ◽  
Xiao Song
Keyword(s):  
Retaining Wall ◽  
Earth Pressure ◽  
Monitoring Data ◽  
Experiment Study ◽  
Pressure Monitoring ◽  
Soil Pressure ◽  
Construction Stage ◽  
The Earth ◽  
Pressure Calculation ◽  
Practical Guidance

The traditional formula using for the calculation of Expressway on high embankment of the retaining wall and the earth pressure can not be very good practical. In order to accurately determine the soil pressure calculation of the complex retaining wall in construction stage for guaranteeing the engineering safety, the experiment study on soil pressure is done, and the study on soil pressure monitoring data is also done. Then the valuable conclusions are obtained to facilitate better practical guidance for construction.

Analysis Again for Earth Pressure Calculation Theory Considering Displacement Effects

2011 ◽  
Vol 368-373 ◽  
pp. 2755-2759
Author(s):  
Tai Hua Yang ◽  
Huai Jian He ◽  
Xiang Chao Gong
Keyword(s):  
Shear Strength ◽  
Retaining Wall ◽  
Earth Pressure ◽  
Friction Angle ◽  
Calculation Model ◽  
Cohesionless Soils ◽  
Shear Strength Reduction Method ◽  
Pressure Calculation ◽  
Displacement Effects ◽  
Shear Strength Reduction

According to Moore-Coulomb strength theory, combined with the shear strength reduction method, assumed that the exerted value of the soil’s internal friction Angle and displacement were in nonlinear, and the exerted value of the soil’s cohesion and displacement were in linear, and then put forward a unified, continuous with displacement earth pressure calculation model, and this model could be used to calculate the active and passive earth pressure for cohesive soils and cohesionless soils in any nonlimited state and any movement mode. Through the analysis of the calculation model showed that: (1) The above assumptions were all reasonable from the two perspectives of the theoretical and the measuring; (2) The variation process of earth pressure acted on the retaining wall with displacement, could regard as the process of the soil’s shear strength parameters exerting gradually; (3) Given the physical meanings to the calculated parameters; (4) Analyzed the characteristics of the calculation model, and pointed out that there were calculation errors when the displacement of retaining wall was in (0, x0H) for the Rankine earth pressure theory.

Study on the Influence of Active Earth Pressure Caused by the Ditch behind Retaining Wall

2012 ◽  
Vol 204-208 ◽  
pp. 255-258
Author(s):  
Guang Qi Sheng ◽  
Ying Hui Chen ◽  
Fang Sun ◽  
Bo Wei ◽  
Yan Lian Pan
Keyword(s):  
Calculation Method ◽  
Retaining Wall ◽  
Earth Pressure ◽  
Plane Boundary ◽  
Infinite Plane ◽  
Active Earth Pressure ◽  
Regular Pattern ◽  
Distributed Load ◽  
Uniformly Distributed Load

To study the influence of active earth pressure caused by the ditch after retaining wall, we will treat the ditch as unloading, and use the resolve of uniformly distributed load on half-infinite plane boundary to get the calculation method to get the influence of active earth pressure caused by the ditch after retaining wall. At last, from an example, we will get the picture of active earth pressure caused by the ditch after retaining wall, and analysis the regular pattern and characteristics.

The Relationship between Retaining Wall Deformation and Earth Pressure in Deep Excavation

2012 ◽  
Vol 446-449 ◽  
pp. 1690-1695
Author(s):  
She Qin Peng ◽  
Qi Hua Zhao ◽  
Zi Yang Chen
Keyword(s):  
Retaining Wall ◽  
Earth Pressure ◽  
Suspension Bridge ◽  
Deep Excavation ◽  
Foundation Pit ◽  
Retaining Structure ◽  
Pressure Calculation ◽  
Wall Deformation ◽  
Pit Depth ◽  
The Relationship

Earth pressure may change with retaining wall deformation in the process of deep excavating. But how? The answer can be very important to the safety of retaining system. Using monitoring data of north anchor foundation pit of Runyang suspension bridge, this paper studied retaining structure and soil interaction. Find the relationship between retaining wall deformation and earth pressure in deep excavation. In this case, earth pressure increased with wall deformation upward the depth of 18m and decreased with wall deformation down below. A regression equation about foundation pit depth and ratio of earth pressure and wall deformation was established. Then give a simplified earth pressure calculation method considering retaining wall deformation.

scholarly journals Earthquake Earth Pressure Calculation Method by Split Method and Its Application to Lightweight Mixed Treated Soil

2001 ◽  
Vol 41 (3) ◽  
pp. 95-105 ◽  
Author(s):  
Tsuchida Takashi ◽  
Yoshiaki Kikuchi ◽  
Kazuhiro Yamamura ◽  
Kunio Funada ◽  
Takeo Wako
Keyword(s):  
Calculation Method ◽  
Earth Pressure ◽  
Treated Soil ◽  
Split Method ◽  
Pressure Calculation

Study on the Calculation Method of Earth Pressure on Retaining Wall in the Mode of Translation

2015 ◽  
Vol 1089 ◽  
pp. 292-298
Author(s):  
Zhi Xiong Zhang ◽  
Yong Gang Li ◽  
Chao Tian
Keyword(s):  
Calculation Method ◽  
Retaining Wall ◽  
Limit State ◽  
Earth Pressure ◽  
Friction Angle ◽  
Displacement Effect ◽  
Translational Movement ◽  
The Earth ◽  
Translational Displacement ◽  
Movement Effect

Focusing on rigid retaining wall under translation movement mode, the earth pressure under non-limit state considering translational movement effect is studied. Considering the translational displacement effect of internal friction angle of the backfill and the wall soil friction angle,we established the relation formula between internal and external friction angle and displacement and got strength and distribution of horizontal earth pressure, strength and the acting point of resultant force on retaining walls at any displacement in mode of translation. We also compare the calculation of earth pressure obtained by the calculation method proposed in this paper with the measured values of the model and found and they are on the whole the same.

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