earth pressureseepageretaining wallslimit equilibrium methodsnumerical methodsboundary element methodA calculation method for the active earth pressure on the possibly inclined face of a retaining wall provided with a drainage system along the soil–structure interface is presented. The soil is cohesionless...
主动土压力; active earth pressure_力学行业词汇 主动土压力 active earth pressure_土木工程行业词汇 主动土压力 active earth pressure_水利行业词汇 主动土压力 挡土结构物向离开土体的方向移动,致使侧压力逐渐减小至极限平衡状态时的土压力,它是侧压力的最小值。
美 英 un.主动土压力;有效压力;活动的地压;有效地压 英汉 un. 1. 主动土压力 2. 有效压力 3. 活动的地压 4. 有效地压 释义: 全部,主动土压力,有效压力,活动的地压,有效地压
2) coefficient of passive earth pressure(Kp) 被動土壓係數3) coefficient of earth pressure at rest(Ko) 靜止土壓係數4) Pore pressure coefficient 孔隙壓力係數5) Passive earth pressure 被動土壓力6) coefficient of bearing caoacity 承載力係數...
4) the coefficient of active earth pressure of corner effect 主动状态土压力坑角效应影响系数5) active soil pressure 主动土压力 1. Research on active soil pressure and stability of retaining wall with broken back surface; 对折线墙背上主动土压力和挡土墙稳定状态的研究 2. With the method of...
The seismic active earth pressure coefficient increases with rising seismic coefficient, inclination of retaining walls, or surcharge angle; this coefficient decreases with increasing internal friction angle of backfill or soil amplification factor. The seismic active earth pressure coefficient also decreases...
This paper presents a general solution for active earth pressure acting on a vertical retaining wall with a drainage system along the soil-structure interface. The backfill has a horizontal surface and is composed of cohesionless and fully saturated sand
Empirical equations containing wall movement mode as a governing parameter were derived for calculating the active earth pressure coefficient and the relative height of the resultant active thrust for various angles of internal friction of the backfill. 展开 ...
EARTH PRESSURE ON REINFORCED EARTH WALLS UNDER GENERAL LOADING The limit equilibrium analysis applied to a plane failure surface is utilized for the evaluation of the active earth pressure on reinforced-earth walls und... ERNESTO,MOTTA - 《Soils & Foundations》 被引量: 8发表: 1996年 ...
They assumed that the average shear stress along each slice is a coefficient of the shear strength of the soil in the yield condition. This coefficient is Proposed formula for calculating active earth pressure and reinforcing forces from a line surcharge A new analytical formula to calculate the ...