soil pit的例句大全

application of mini- piles integrated with soil nail wall in foundation pit support

微型桩复合土钉墙联合支护技术在基坑支护工程中的应用

construction and monitoring analysis of soil-nail wall for foundation pit support of some sewage pool

某污水池基坑支护土钉墙施工与监测分析

application complex soil nail wall in deep foundation pit support

复合土钉墙技术在深基坑支护中的应用

research on project of excavation and bottom sealing of foundation pit in deep soft soil foundation under a hydro-power station

对某电站厂房深软基基坑封底和开挖方案的研究

Engineers adopt some effective supporting measures to strengthening foundation pit in a underground garage, such as tube well dewatering, anchored sheet pile wall method, and soil nail wall combined with prestressed anchor, etc.

介绍了某地下停车库工程采用管井降水方案和桩锚支护，土钉墙与预应力锚索相结合的支护方案，取得了较好效果。

Based on this calculation, checks the soil anti-heave in the bottom of foundation pit using the stability analysis theory of the second chapter.

在此计算基础上，运用第二章稳定性分析理论对其进行了基坑底部土体抗隆起验算。

Soil moisture movement under varying-head infiltration is a basic theoretical problem of water storage pit irrigation.

变水头入渗条件下的土壤水分运动是蓄水坑灌的基本理论问题.

Lateral soil pressure is great in deep pit in soft clay foundation.

在软土深基坑中,侧向土压力较大.

WHP Back-Analysis of Soil Parameters and Displacement Prediction of Retaining Wall in Deep Excavation Pit

深基坑工程土体参数WHP法反演计算及挡墙位移预报

In the end, this paper suggests that, the anti-inrushing stability of confined water foundation pit in soft soil area should be analyzed from perviousness and inrushing mechanism of soil at the bottom of the pit.

最后分析指出，软土地区承压水基坑抗突涌稳定分析，应从坑底土透水性和土体发生突涌破坏的机理着手。

Composite soil-nailing is a new supporting form of foundation pit and slope, which is developed nailing.

复合土钉支护是在土钉技术基础上发展和延伸形成的一种新型的基坑或边坡支护型式.

Cement soil mixing pile plus anchor bolts is a new supporting technology for foundation pit.

水泥土搅拌桩加锚杆基坑围护结构是一种基坑支护新工艺.

This study analyzed the primitive rice cultivation in the neolithic age according to grain dimensions of carbonized rice and shape of the plant opal of rice from soil samples of the test pit No.

本研究从炭化稻米的粒型及探方T3929剖面土样中水稻植物蛋白石的形态两个方面，对该遗址新石器时期的原始稻作进行了试探性分析。

Site test result of a pIt'shows that soil loading and unloading may sometimes occur simultaneously.

基坑工程现场实测结果反映:在局部时刻,土体加荷和卸载的情况都可能出现.