1、

This part has some research, but basically no application to soil seepage analysis and evaluation of the slope stability of soil slope.

这一部分在岩土力学方面有较多的研究,但是基本没有应用到土体边坡的渗流分析及评价土体边坡的稳定性方面。

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2、

According to the characteristics of geology of the levee foundation in Dongting Lake region, covering soil layer model in multi-structure levee foundation has been established; through changing the width or thickness of covering soil layer, optimization study is carried out by seepage FEM.

根据洞庭湖区堤基地质特点,建立了多元结构堤基的堤内压盖模型,并采用渗流有限元法,通过改变堤内压盖宽度或厚度,进行优化研究。

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3、

The fluid temperature change in the U-tube, soil temperature field and thermal influencing radius were studied in the seepage situation firstly.

文中首先研究了有渗流情况下,管内流体的温度变化,土壤的温度场和热作用半径,以及埋管的换热量。

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4、

The disturbance of soil induced by injection is analyzed, include the injection mechanism, the seepage behavior of mud slurry on soil around pipe and the influence factors of injection effect.

分析了注浆对土体的扰动,包括注浆的作用机理、浆液在土体中的渗透以及注浆效果的影响因素等。

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5、

The risks of seepage failure, slope slide instability, sandy soil seismic liquefaction and comprehensive failure in Banqiao River levee were analyzed;

以南京市板桥河左岸堤防加固工程为例,应用风险分析理论和方法对该段堤防渗透破坏风险、岸坡滑动失稳风险、场地砂土地震液化风险以及堤防失事综合风险进行了分析研究;

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6、

Obviously, borrowed soil sprayed on slope surface tends to slide or collapse under actions of rainwash, seepage, gravitational force, earthquake, etc.

显然,由于雨水冲刷、渗流、重力、地震等因素的影响,被喷播到边坡坡面上的客土存在力学稳定性问题。

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7、

On the base of saturated-unsaturated seepage under surface infiltration and stability analysis for unsaturated soil slope, drew up the program of the instantaneous system for soil slope saturated-unsaturated seepage and the stability analysis under surface infiltration.

在有地表入渗的饱和非饱和渗流以及边坡非饱和实时稳定性计算的基础上,编制有地表入渗的土坡饱和非饱和渗流及稳定性分析的实时监控系统程序。

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8、

Research on calculation method for effective stress of stratified saturated soil under seepage

渗流作用下层状饱和土有效应力计算方法的研究

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9、

Calculation of seepage control for adopting weighting soil layer on the landside slope of levee

河堤背水侧采用盖重土层的渗流控制计算

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10、

Effect of seepage on shear strength of silt soil in foundation excavation

基坑施工中渗流对土抗剪强度的影响

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11、

A new apparatus was developed for effectively measuring the permeability coefficient and critical hydraulic gradient under seepage failure of the coarse-grained soil in laboratory tests.

针对目前还没有合适的室内试验仪器测试巨粒混合土的渗透系数和巨粒混合土发生渗透破坏时的临界水力梯度的现状,研制了粗颗粒土渗透系数及土体渗透变形测试仪。

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12、

Therefore, it is only and proper to consider transplant the application of cement-soil mixing in a dike to a earth dam, to form some kind of impervious curtain, in order to reduce the seepage volume, and bring down the water gradient on the downstream exit.

因此,考虑将水泥土的应用从堤防移植到土石坝上来,形成水泥土防渗墙,以达到减少渗流量,降低渗透坡降的效果。

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13、

Application of Soil Engineering Film of HDPE on Ash Field Prevent Seepage

高密度聚乙烯土工膜在贮灰场防渗中的应用

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14、

For deep and pervious soil foundation under earth-rockfill dam, a concrete diaphragm wall must be provided to control seepage.

建造在透水的深覆盖层上的土石坝,坝基常设有混凝土防渗墙,如何正确地确定防渗墙的应力是坝工设计的难点。

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15、

Study on the Seepage Field of Tailing Dam Based on Water-Soil Interaction

基于水土交互作用分析的尾矿坝渗流场研究

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16、

laboratory study on seepage properties of the light heterogeneous soil mixed polystyrene

聚苯乙烯轻质混合土渗透特性的试验研究

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17、
18、

experimental study on the application of soil stabilizer iss in canal seepage control

ISS土壤固化剂在渠道防渗中的试验研究

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19、

discussion on soil stabilizer for seepage control of canal in loess area

黄土地区渠道防渗固化剂初探

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20、

application of soil stabilizer iss in canal seepage control

ISS土壤固化材料在渠道防渗中的应用

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