The vacuum preloading method was studied.
对真空预压法的机理进行研究。
The vacuum preloading method is a new technique in treating weak foundations.
真空预压法为软基处理中的一项新技术。
An oil tank 's foundation was consolidated by water filling preloading method.
采用油罐充水预压的方法加固某油罐地基。
The vacuum preloading method is used to consolidate the supersoft ground of an expressway.
某高速公路采用了真空预压法加固高填方路堤的超软弱土地基。
The study on development of the shear strength of soft clay is very significant for the use of vacuum preloading method.
软土抗剪强度增长规律性研究对真空预压法的推广应用具有重要意义。
As a simple and effective method of soft ground treatments, the sand drain preloading method has been widely used in construction projects.
砂井堆载预压法作为一种简单有效的软土地基处理方法已经在工程中得到广泛的应用。
There are certain laws for the pore pressure change and the effective stress rising to treat soft soil foundation with surcharge preloading method.
堆载预压加固方法在加固过程中土体孔隙水压力的变化以及有效应力的增长都有特定的规律。
In recent years the vacuum preloading method for treating soft foundation is often used in the construction of speedway roadbed of littoral and delta area.
真空堆载联合预压法处理软基近年来在沿海、三角洲地区的高速公路路基施工中经常出现。
On the base of certain project using preloading method to settle its soft foundation in Shanghai, the stability of different loading methods is analyzed in this paper.
结合上海某工程堆载预压方案对不同堆载方法稳定性进行了分析。
The vacuum-mound preloading method is one of these methods that have many advantages such as low expense, short construction period, and good effect to very soft soils.
真空堆载联合预压方法以其较低的费用、工期较短、效果好已经在许多类型工程的软土地基处理中得到应用。
The paper analyzes the mechanism of vacuum preloading combined with surcharge preloading method, its construction techniques and its characteristics in hydraulic engineering.
介绍了真空-堆载联合预压法的加固机理、施工工艺及其在水利工程中应用的特点。
Surcharge preloading method was adopted for ultra-soft ground treatment in Xiamen West Dike Shoreline Regulation Engineering, by which all physical-mechanical indices were improved.
厦门西堤岸线整治工程采用堆载预压法加固超软地基，加固后土体各项物理力学指标均有提高。
The tests of vacuum preloading method to improve the soft soils in Lianyungang region were successfully completed, showing that the procedure and technology for the tests were rational.
真空预压法加固处理软土地基在连云港地区的试验成功说明了该施工方法和施工工艺是合理的。
The monitoring design has been discussed in detail about soft soil embankment ( segment K54+350~K54+560 , Guang -Zhao expressway ) which is treated by jointed vacuum-preloading method .
详细介绍了广肇高速公路K54+350～K54+560段软弱路基的工程地质特征及真空联合堆载预压位移监测布设。
We'll continue to use this class-preloading and method-precompiling code in the rest of the article.
我们将在本文余下部分继续使用此类预加载和方法预编译代码。
A reasonable method to modify the calculated settlement of soft clayey foundation in superload and vacuum preloading consolidation is analyzed and discussed in this paper.
对堆载预压和真空预压加固中软土地基固结沉降计算值的合理修正方法作了分析和探讨。
Through analyzing the obtained data, it is shown that the jointed vacuum-preloading treatment method is successful; and it can be adopted in the similar engineering cases.
通过对监测沉降数据以及测斜数据的分析，认为真空联合堆载预压法处理本段软弱路基是成功的，在类似工程中应用是可行的。
This paper introduces the vacuum preloading construction monitoring method for soft foundation treatment of storage yard in Huanghua Port.
着重介绍黄骅港堆场软基处理工程真空预压施工监测方法。
Surcharge preloading combined with vacuum preloading is an effective method for soft soil consolidation.
真空堆载联合预压法是地基处理有效方法之一。
According to geologic characteristics, the vacuum preloading with prefabricated vertical drain (PVD) method was adopted to treat the soft soil in the intertidal zone.
针对潮间带的地质特点，采取真空预压法联合塑料排水板加固处理潮间带软土地基。
Vacuum combined with surcharge preloading is a good method to reinforce soft foundation at bridge-head.
真空联合堆载预压法是一种较好的桥头软基处理方法。
For calculating the settlement of subsoil improved by vacuum combined with surcharge preloading, a new simplified nonlinear method was proposed.
针对真空-堆载联合预压加固地基的沉降性状，提出一种新的简化非线性分析方法。
A simplified method for consolidation analysis on soft clay foundation with partially penetrated vertical drains under instantaneous preloading is developed.
提出竖井未打穿软土地基下卧层固结度简化计算方法。
A simplified method for consolidation analysis on soft clay foundation with partially penetrated vertical drains under instantaneous preloading is developed.
提出竖井未打穿软土地基下卧层固结度简化计算方法。
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