loess foundation

基本解釋

Part3: dynamic compaction treating collapsibility loess foundation and the appraisement of consolidate effect.
第四部分強(qiáng)夯加固填土地基及加固效果評(píng)價(jià)；
This paper reformed the DTC-199 Type-torsional cyclic load triaxial apparatus, it can better simulate complex initial stress conditions of compacted loess foundation or sub-grade.
本文通過(guò)對(duì)DTC-199型周期扭轉(zhuǎn)荷載三軸儀進(jìn)行簡(jiǎn)單的改造后，可以較好的模擬壓實(shí)黃土地基或路基在受到循環(huán)動(dòng)荷作用前所處的復(fù)雜初始應(yīng)力狀態(tài)。
At last, design method as well as construction craft and quality control specification of the technology of reinforcing soft loess foundation under high embankment with pile-raft system is proposed.
最后提出了樁-筏式復(fù)合地基處理軟黃土地基方法及其設(shè)計(jì)與施工方法。