查询词典 foundation

The presentation introduces conditions, features and difficulties in the recovery project of Shanghai Metro Line 4, by stating cons and pros of overall proposal of recovery design, the safeness of support and bracing structure for hyper deep foundation, influence of mid-river cofferdam on existing sound tunnel and hyper deep foundation, structural design selection for connection section of the mined tunnel, water-proofing option for hyper deep foundation in confined aquifer soil.

报告介绍了上海地铁4号线修复工程建设条件、特点和难点，陈述了对修复设计总体方案取舍、超深基坑支护结构安全度、江中围堰对完好隧道及超深基坑的影响、暗挖连接段的结构设计方案选择、处于承压含水层中的超深基坑的结构防水等内容。

Outline of the Presentation The presentation introduces conditions, features and difficulties in the recovery project of Shanghai Metro Line 4, by stating cons and pros of overall proposal of recovery design, the safeness of support and bracing structure for hyper deep foundation, influence of mid-river cofferdam on existing sound tunnel and hyper deep foundation, structural design selection for connection section of the mined tunnel, water-proofing option for hyper deep foundation in confined aquifer soil.

报告内容介绍报告介绍了上海地铁4号线修复工程建设条件、特点和难点，陈述了对修复设计总体方案取舍、超深基坑支护结构安全度、江中围堰对完好隧道及超深基坑的影响、暗挖连接段的结构设计方案选择、处于承压含水层中的超深基坑的结构防水等内容。

For the experimental results under the steady flow conditions, the scour hole and local scourdepth are comparatively small for both a eccentric and concentric non-uniform piers.Since the scouring retardation by the top of foundation and the distance between thetop of foundation and the initial bed level, the downflow intensity is reduced for theun-exposed bridge foundation (Y=+10mm).

研究结果显示於定流量作用下，不论是非同心圆或同心圆不均匀桥墩，当桥墩基础未裸露(Y=+10mm)时，由於覆土高与不均匀面之影响，而减缓向下射流之强度，因此所产生之冲刷坑大小及冲刷深度较小。

A finite element numerical model for arch dam-gravity pier-foundation system was established to evaluate the effect of high gravity piers on the stress, deformation and anti-sliding stability of Sizhai arch dam, taking the following factors into account, such as the possible elastoplastic deformation of foundation rocks and the nonlinear interaction between the interfaces of gravity pier-dam foundation, the joint surfaces beneath the right bank, and the interfaces of arch dam-gravity pier.

摘要为评价高重力墩对四寨拱坝的应力变形和抗滑安全的影响，建立了拱坝－重力墩－地基系统的有限元数值模型，其中考虑重力墩－基础、右岸夹层和拱坝－重力墩等交界面的非线性相互作用，以及基岩材料的弹塑性变形行为。

Based on the dynamic response of bridge pile foundation when adjacent field subjected impact loading, the mechanism of dynamic response of bridge pile foundation is proposed, and the influence to response of bridge pile foundation when isolation barrier is used is also proposed.

本文即以邻近场地作用冲击荷载时，桥梁桩基的动力响应为研究内容，分析了冲击荷载作用对邻近桥梁桩基影响的作用机理，并探讨了采用隔振措施后对桥梁桩基响应的影响。

And the public offering foundation shall be divided into national public offering foundation and regional public offering foundation according to the scope of areas of the whip-round.

公募基金会按照募捐的地域范围，分为全国性公募基金会和地方性公募基金会。

Where a person had been sentenced to a punishment of putting under surveillance, taking into custody or set term of imprisonment, and it has not exceeded five years from the date of completing the implementation of his term of imprisonment, or a person is sentenced to a punishment of depriving of political rights due to commitment of a crime and is in the execution period, or has ever been sentenced to a punishment of depriving of political rights, or has assumed the post of a general director, vice-general-director or secretary of the foundation whose registration was revoked due to violation of laws, and has personal liability for the illegal acts of the foundation, and the time from the date of revocation of the foundation does not exceed five years, he shall not assume the post of a general director, vice-general director, or secretary.

因犯罪被判处管制、拘役或者有期徒刑，刑期执行完毕之日起未逾5年的，因犯罪被判处剥夺政治权利正在执行期间或者曾经被判处剥夺政治权利的，以及曾在因违法被撤销登记的基金会担任理事长、副理事长或者秘书长，且对该基金会的违法行为负有个人责任，自该基金会被撤销之日起未逾5年的，不得担任基金会的理事长、副理事长或者秘书长。

On the basis of historical investigation,theauthor sums up five-point revelations:The consolidation of the Party'sruling foundation from the base while not turning things inside out;theconsolidation of the Party's ruling foundation in full-scale while not beingnarrow and unilateral;the consolidation of the Party's ruling foundationstep by step while not being desperate for success;the consolidation of theParty's ruling foundation concretely and historically while not beingdeadlock and conservative;the consolidation of the Party's rulingfoundation with open mind while not being self-closed.

在此基础上，总结了巩固党的执政基础历史实践的五点主要启示，即&从根本上巩固党的执政基础，决不能本末倒置&，&全面地巩固党的执政基础，决不能狭隘片面&，&循序渐进地巩固党的执政基础，决不能急于求成&，&具体地历史地巩固党的执政基础，决不能僵化保守&，&以开放的眼光巩固党的执政基础，决不能自我封闭&。

According to fully expounding the geologic condition of the location of the bridge and the structure of pile foundation and the research level of the bearing capacity of group pile foundation in the present, the paper analyzes the mechanism of group effect and the impact on bearing capacity of pile foundation. The finite-element numerical analyses and self-balanced method are adopted in the present paper to calculate and analyze the vertical bearing capacity of pile group of north main-tower is cleared up and analyzed.

在全面阐述桥位区工程地质条件和桩基础组成结构以及群桩基础承载力研究现状的基础上，深入探讨了群桩效应及其对桩基础承载力影响的机理，分别采用自平衡试桩测试技术和三维土工有限元模拟方法研究了单桩竖向承载力问题，通过对试验和计算结果的整理、对比分析，确定了能够客观反映地基土工程特性的地基土计算参数。

Laboratory experiment of multi-pile composite foundation of steel pipe column and sand column ;2. A set of apparatus of foundation physical model was developed and utilized to conduct model tests of sand column composite foundation.

通过自行研发的试验装置，对砂桩群桩复合地基进行室内模型试验，得出砂桩复合地基的一些工作性状：砂桩复合地基的荷载沉降曲线特征、桩和土的应力特点、桩土应力比特点、荷载分担比曲线特征等。

More direct, directer ; most direct, directest

径直的，笔直的

Do you know how to use a chain saw?

你知道如何使用链锯吗？