The Research Team of Shawan, Panyu District, Guangzhou.

1、

Experimental Study on Energy Dissipation and Scouring for Shawan Hydropower Station

沙湾电站坝下消能防冲试验研究

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2、

Waterproofing measures and leak treatment in Shawan water plant project

沙湾水厂工程的防水措施与渗漏处理

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3、

3D Monitoring Analysis of Slope Deformation Body behind Shawan Hydropower House

沙湾水电站厂房后坡变形体地表三维监测分析

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4、

Based on traditional consolidation theory, the soft ground settlement is calculated and one-, two-, and three-dimensional consolidation of reinforced soft foundation with sand drain is studied.

用传统的固结理论分析方法研究了砂井加固软土地基的单向、径向和三维固结问题。

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5、

The ground by partially penetrated sand drain is turned into an equivalent-double-layered ground with the general solution of average degree of consolidation;

基于砂井地基固结对固结系数的敏感性分析，得出了砂井地基固结概率分析的简化方法；

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6、

The calculation method of average sand drain and the new modified method are discussed. The results can serve as a guide to subgrade design of soft ground.

探讨了单一砂井双面排水情况下软土地基的平均固结度计算方法，提出了固结度计算的新的修正方法，对软土地基内路基设计具有一定的指导意义。

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7、

In addition, the application of fabric-enclosed sand drain in treatment of overwet foundation of road embankment was also introduced.

还简要介绍了袋装砂井在过湿土地基处理中的应用。

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8、

By this theory, design of sand drain foundation taking account of the effect of smear and resistance of well may be carried out conveniently.

利用该理论解，能方便地进行有井阻和涂抹的砂井地基设计。

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9、

An Analytical Study on Consolidation Settlement Characteristics of the Sand Drain ( Wall) Subgrade under Embankment Load at Soft Soil Area

软土地区路堤荷载作用下砂井（墙）地基固结沉降特性分析研究

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10、

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。

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11、

Three-dimensional Consolidation Analysis of Sand Drain's Ground Under Combined Vacuum and Surcharge Preloading Considering Loading Process

考虑加载过程的真空联合堆载砂井地基三维固结分析

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12、

Applicating Study of Self-seepage Sand Drain for Deep Foundation Pit Dewatering

自渗砂井在深基坑降水中的应用研究

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13、

Sacked sand drain& X-style thin-wall pipe pile Composite Foundation;

袋装砂井&X型薄壁管桩组合复合地基；

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14、

Visco-Elastic-Plastic Analysis of Preloading with sand Drain

砂井地基预压加固的粘弹塑性分析

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15、

Considered radial consolidation of sand drain, analytical solutions of excess pore water pressure were analyzed.

考虑砂井径向固结，进行了超孔隙水压力解析解研究。

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16、

Review of Studies on consolidation theory of Sand Drain with Viscoelastic Soils and Layered Foundations

考虑土的粘弹性及成层土的砂井地基设计综述

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17、

Analysis of consolidation of underlying soft layer of ground by partially penetrated sand drain

未打穿砂井地基下卧层固结研究分析

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18、

Consolidation Theory on Heaped Load& Vacuum Preloading of Sand Drain Foundation

堆载及真空预压砂井地基固结解析理论

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19、

Study of Improvement Effects by Sand Drain Preloading for the Expressway Soft Subsoil

高速公路软基砂井预压法处理效果分析

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20、

Improved model of consolidation for single sand drain on foundations with cohesive soil layers

粘性土-砂井地基单井固结模型的改进

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