本文探讨了黄土湿陷的机理，研究了湿陷性黄土地基处理方法。
This paper discusses the mechanism of loess collapsibility, studied the treatment methods of collapsible loess foundation.
该工程建成投入使用后效果良好，因此说密布灰土桩辅助垫层法是一种行之有效的湿陷性黄土地基处理方法。
The project is used well since it has been finished, so cushion method of densely covered ash soil pile is an effective treating method of collapsible loess ground.
本文介绍在湿陷性黄土地区管道地基处理的几种方法。
This paper introduces several methods of pipeline ground treatment in collapsible loess area.
湿陷性黄土地基的处理对整个工程质量、工程造价以及建成后的运营均有较大影响。
The treatment of collapsible loess subgrade has quite much impact on the work's quality, cost and operation after completion.
阐明强夯法处理湿陷性黄土地基的机理，并介绍其在实际工程中的应用。
The paper clarifies the mechanism of treating collapsible Loess Foundation by dynamic compaction, and introduces its application in practical project.
强夯法处理湿陷性黄土地基具有施工简便、快速有效、造价经济、质量可靠的优点。
Strong ramming method treating wet falling loess foundation has such advantages as simple and quick construction, economic price, assured quality and so on.
本文就兰州中川机场场道工程采用强夯法处理湿陷性黄土地基方面的试验、应用进行一些探讨。
In this article, the author discusses its application combining with tests of strong ramming method to treat wet falling loess foundation done in Lanzhou Zhongchuan Airport Runway Project.
大厚度自重湿陷性黄土的地基处理方法、处理深度以及合理控制剩余湿陷量等是黄土地区工程设计中的难点、热点问题。
Foundation treatment method, treatment thickness and residual collapse settlement of collapse loess with large thickness are hot issues in engineering design in loess areas.
强夯是处理湿陷性黄土地基的一种有效方法。
The powerful ramming is a effective method to deal with the foundation in wet collapsing loess.
在湿陷性黄土地区修建高等级公路，应对公路地基进行处理，以消除黄土的湿陷性并提高其承载力，确保路基路面稳定安全。
In loess moist subsidence area building high grade highway, it must be treat for highway subsoil. so that eliminate loessial moist subsidence and increase strength.
结合灰土挤密桩处理湿陷性黄土地基工程实际进行了单桩、三桩复合地基静载荷现场试验。
The field loading test of single pile and three piles composite ground are studied combining the construction of lime-soil compacted pile in collapsible loess foundation.
现场检验表明，本文提出的采用灰土桩处理桥基湿陷性黄土地基是可行的。
The in-situ test result shows that using the lime-soil pile to treat the collapsible loess under the bridge is feasible.
表明夯实水泥土桩处理湿陷性黄土地基的可行性，为类似工程提供了可借鉴的经验。
The bearing capacity and settlement of the foundation are tested and computed in a specific project. Those results showed feasibility of RCS pile for treatment of wet collapse loess foundation.
为湿陷性黄土地区油罐基础提供了一种可行的地基处理方案。
A feasible foundation treatment program for oil tank project in collapsible loess area was provides.
比较了重锤低落与轻锤高落强夯法处理湿陷性黄土地基的效果 ，从地质概况、设置要求、加固效果几方面进行了论述 ，指出强夯法具有一定的推广价值。
The treatment effects of collapse loess using heavy hamper and low fall and light hamper and high fall dynamic consolidation construction methods are made a comparison.
比较了重锤低落与轻锤高落强夯法处理湿陷性黄土地基的效果 ，从地质概况、设置要求、加固效果几方面进行了论述 ，指出强夯法具有一定的推广价值。
The treatment effects of collapse loess using heavy hamper and low fall and light hamper and high fall dynamic consolidation construction methods are made a comparison.
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