Search
Now showing items 1-4 of 4
Allowable Displacement of Slope Supported by Frame Structure with Anchors under Earthquake
Publisher: ASCE
Abstract: Under the action of an earthquake, a slope can dissipate energy by generating a certain displacement. The critical permanent displacement in the state of limit equilibrium is the allowable displacement of the slope to ...
Permanent Displacement Analysis of Multistage Loess Slopes with Multiple Slip Surfaces Based on Energy Methods
Publisher: ASCE
Abstract: As an important basis for slope stability evaluation, the permanent displacement of the slope has been widely used in the seismic design of slope engineering. This paper aims at the situation of multiple slip surfaces and ...
Active Earth Pressure Calculation of Equilateral Convex Corners in Excavation Engineering
Publisher: American Society of Civil Engineers
Abstract: The presence of convex corners will affect the earth pressure calculation, but there is a paucity of studies on calculating the ground pressure of convex corners in excavation engineering. To address this issue, equilateral ...
Three-Dimensional Stability of Unsaturated Soil Slopes Strengthened through Frame Beam Anchor Plates under Steady Seepage Conditions
Publisher: American Society of Civil Engineers
Abstract: The soil is usually unsaturated in practical engineering, and the slope failure surface generally presents three-dimensional (3D) characteristics. Therefore, the traditional plane problem calculation method does not ...