deep foundation excavation

基本解釋

In the past, the impact of vehicle load is rarely taken into account in structural design of deep foundation excavation.
在以往的深基坑支護(hù)結(jié)構(gòu)設(shè)計(jì)中很少考慮到車(chē)輛荷載的影響。
Analysis based on static relaxation discrete element method is presented for earth pressure distribution on the piles in deep foundation excavation.
研究了利用靜態(tài)松弛離散單元法計(jì)算深基坑支護(hù)樁上的土壓力分布情況。
The piles distance of row piles retaining and protecting for deep foundation excavation is determined by the amount of piles which is determined by the balance of the whole protects structure.
目前，基坑排樁支護(hù)結(jié)構(gòu)中，樁間距取值主要根據(jù)支擋結(jié)構(gòu)整體受力平衡，確定所需支護(hù)樁數(shù)目，進(jìn)而得出適當(dāng)?shù)闹ёo(hù)樁間距。