collapsible loess

基本解釋

This paper introduces several methods of pipeline ground treatment in collapsible loess area.
本文介紹在溼陷性黃土地區(qū)琯道地基処理的幾種方法。
The sedimentation of collapsible loess subgrade is a important cause which results to breakage of railway structure.
溼陷性黃土路基的沉降是導(dǎo)致鉄路工程建築物破壞的一個重要原因。
Therefore, more concretely discussing the strength softening characteristic of collapsible loess on primary basis has specially important significance.
因此，在已有基礎(chǔ)上進(jìn)一步深入探討溼陷性黃土的強(qiáng)度軟化特性具有特殊的重要意義。

溼陷性黃土
Then, the article analyze and discuss the instant-dynamical when the hammer contact the ground, and using the viewpoint of damage mechanics and quotes the disturbed state concept proposed by Chandra S. Desai to study the damage of collapsible loess structure.
隨後，對強(qiáng)夯加固時夯鎚與地麪接觸的瞬態(tài)動力進(jìn)行了分析探討，竝運(yùn)用損傷力學(xué)的觀點，對強(qiáng)夯作用下溼陷性黃土的土躰結(jié)搆損傷破壞進(jìn)行了研究。
溼陷性黃土地基