地基

"It may be any of various elements that form the base of a structure, such as the platform forming the floor and substructure of a Classical temple, a low wall supporting columns, or the structurally or decoratively emphasized lowest portion of a wall."

可以指形式各异的多种作为建筑结构的基础的部件，如古典神庙中作为地板和地基的平台，支撑廊柱的矮墙，或一面墙上出于结构或装饰需要而被强调的最低的部分。

In this paper, model experiment research was carried, of which was based upon the forced settlement and rectification measure of some buildings on self-weight collapse loess area. At the same time, some conclusions are drawn: 1 the relationship between the soil stress deliquesce and quantity of slope, quantity of settlement of buildings and stress variety of soil body; 2 the relationship between the superimposed stress and quantity of slope, quantity of settlement of buildings and stress variety of soil body; 3 the relationship between quantity of slope, quantity of settlement of buildings and water injection quantity in hole; 4 the relationship between quantity of slope, quantity of settlement of buildings and diameter and interval of hole; 5 the relationship between stress variety of soil body and water injection quantity in hole and interval of hole.

本论文针对地处自重湿陷性黄土地区的建筑物和构筑物的迫降纠倾进行了模型试验研究，给出了自重湿陷性黄土地区建筑物迫降纠倾时1地基应力解除、附加应力与建筑物倾斜量、沉降量及土体应力变化的关系；2附加应力与建筑物倾斜量、沉降量及土体应力变化的关系；3建筑物倾斜量、沉降量与孔内注水量的关系；4建筑物倾斜量、沉降量与孔径和孔间距的关系；5土体应力变化与孔内注水量、孔直径的关系。

The charge weight, charge placement and depth of charges are important factors in design of explosive compaction for saturated loose sand.

装药重量、装药形式、装药的深度是爆炸法密实饱和砂地基设计中比较敏感的设计参数。

Firstly,according to the mechanical properties of soft clays and the traffic load induced dynamic deviator stress ,the static failure deviator stress was determined.

首先通过确定车辆荷载引起的动偏应力和土层的力学指标计算出静力破坏偏应力，然后通过考虑土物理力学性质、循环荷载次数的累积变形公式计算软土地基中各土层在车辆荷载作用下引起的残余累积应变，最后用分层总和法计算总沉降。

With the engineering data , the strut frame made of composed soil nails is analyzed with the program ababqus , and the effects of the distortion characters , the property of the deposition of the ground , the mechanical property of the soil nails , the variation of the length and the separation of the soil nails , and the diametric of the mixing piles on the strut frame made of composed soil nails , and the distortion property of the strut frame made of composed soil nails under different ground conditions

在总结前人的研究成果下，针对复合土钉墙构造的特点，建立了模拟复合土钉墙受力变形的计算模型，并结合工程实测资料，运用大型通用有限元程序ababqus对复合土钉墙进行了有限元分析，详细讨论了复合土钉支护结构开挖过程中的变形特性、地面沉降性状、土钉受力性状；土钉长度变化、土钉间距变化、搅拌桩桩径变化对复合土钉支护结构的影响；复合土钉支护结构在不同地基条件下的变形特性。

So, the stability study of the building foundation with goaf is propitious to disposing surroundings of diggings, utilizing the soil of diggings, construct of important infrastructure and programming of the small towns.

因此，开展老采空区建筑地基稳定性的研究，对我国矿区环境的治理，矿区土地的利用及重大基础设施的建设和小城镇建设规划都具有十分重要的现实意义。

It is shown that the model in this paper can be included in the nonlinear and dilatancy properties, and the effects of different consolidation pressure and the second main stress.

该模型能同时考虑土体的非线性和剪胀性，以及不同固结压力和第二主应力对地基土的影响。

A lateral deformation coefficient was used in analyzing this type of composite ground with dilatant materials, and this method provides a new available way to solve this kind of problem.

将碎石料看作不完全弹性材料，引入横向变形系数，对碎石复合体进行了理论分析和数值计算，本方法为解决计算包含剪胀材料的散体桩复合地基的应力和变形这一焦点问题提供了新的思路。

This paper presents the three dimensional stress analysis method of slabs on elastic foundation.

本文提出了弹性地基上板的三维应力分析方法。

The theories and the applications of composite foundation are quite activethe research direction in civil engineering field at present.

复合地基的理论与应用是目前土木工程中比较活跃的研究领域。

In the negative and interrogative forms, of course, this is identical to the non-emphatic forms.

。但是，在否定句或疑问句里，这种带有"do"的方法表达的效果却没有什么强调的意思。

Go down on one's knees;kneel down

屈膝跪下。。。下跪祈祷