土工带加筋地基处理施工技术

结合中铁十二局2号小区7号楼工程加筋地基处理的施工，介绍了加筋地基处理的材料要求，设计特点，施工工艺及施工要点，得出该施工技术简单易操作，质量易保证，造价低廉，效果良好。     

沉降及外部荷载作用下益阳管廊防护效果分析

地下管廊常因填土沉降和外部荷载等原因造成管廊结构崩溃、接口错位、脱节、管身裂缝、破损等结构损伤。针对填土沉降和外部荷载作用下管廊出现的问题,结合益阳管廊项目,利用FLAC3D有限差分方法模拟土工布对填土沉降的防护以及土工格栅的构造因素对外部荷载作用下的管廊防护进行研究,模拟结果表明:益阳管廊底部铺设土工布可以有效控制填土沉降;管廊上部铺设3层,宽度为12 m的土工格栅有效减轻、分散外部荷载对管廊的作用力。     

护岸（坡）工程中柔性结构的应用

河道、海洋护岸建设中使用柔性结构,有助于形成河流、海岸湿地,修复被破坏的生态系统。新型土工模袋在河道治理中不仅能保护护坡,而且还能美化环境、防止水土流失;土工管袋、土工包、土工袋则普遍应用于海洋工程中的防浪堤、污泥固化、脱水等领域,作为工程中的柔性结构,它们可满足工程的环保需求。研究护岸（坡）工程中的柔性结构,为＂十二五＂期间海洋、河流生态工程建设中减少碳依赖提供可资参考的技术和工艺,有利于保护环境、节约资源、节能减排。     

加筋土工布为筋件的结构变形分析

为进行加筋土结构的变形分析，采用平面有限元法，考虑土和加筋土工布接触面的材料非线性，以及结构的施工过程，模拟土—土工布的相互作用，在某加筋土土坝的分析中发现，坝体最大竖向沉降发生在断面高度的2／3倍处，施工过程能降低土坝的竖向沉降。分析结果为加筋土结构的设计提供依据。     

土工织物的蠕变性能和侧限蠕变试验研究

土工织物的蠕变现象十分明显，它的蠕变性质和许多因素有关。其中有无土侧限条件时，蠕变性能不一烊。提交了2种典型土工织物的侧限拉伸蠕变试验结果，分析在不同的荷载水平和上覆土压力限制下土工织物蠕变性能的变化，反映出土工织物在砂土中拉伸模量和抗拉强度随着上覆压力的增加而提高，蠕变应变和蠕变系数显著减小。     

无纺土工织物在堤防抢险中的应用

阐述了土工织物在堤防管护中的应用方法、施工注意事项以及无纺土工织物的选用原则。     

Laboratory tests to evaluate effectiveness of wicking geotextile in soil moisture reduction

A new type of woven geotextile, referred to as wicking geotextile, was developed and introduced to the market. Since this wicking geotextile consists of wicking fibers, they can wick water out from unsaturated soils in a pavement structure thus resulting in an increase of soil resilient modulus and enhance performance of roadways. In this study, a physical model test was developed to evaluate the effectiveness of the wicking geotextile in soil moisture reduction for roadway applications. A test box with a dimension of 1041 mm in length, 686 mm in width, and 584 mm in height was used in this study. Two HDPE plastic panels were used to separate the box into two sections, one containing a dehumidifier and the other backfilled with soil. The dehumidifier was adopted to collect the water, which was wicked out from the soil by the wicking geotextile and evaporated into air. Test results show that (1) the wicking geotextile wicked water out from the soil even at the moisture content close to the optimum moisture content and (2) the comparison of soil moisture contents before and after rainfall demonstrated that the wicking geotextile maintained the soil moisture contents after rainfall close to those before rainfall and had an effective distance for the soil moisture reduction.     

Development of an Innovative Bituminized Jute Paving Fabric (BJPF) Along with its Commercial Field Trials for Potential Application in the Field of Geotechnical Construction with an Eye Towards Global Concern

In the last quarter of the twentieth century, a new class of materials, Geosynthetics, emerged prospectively leading significant innovation in the design of geotechnical and geoenvironmental systems. Geotextiles have proven to be among the most versatile and techno-economically viable ground modification materials playing a significant role in modern pavement design and maintenance techniques. With the growing environmental concern across the globe, technologists, researchers have inclined towards the natural geotextile where Jute Geotextile (JGT) is one of the potential candidates. But, JGT has been restricted mainly as underlay in road construction. Hence, there is an urgent need to design and develop a precise innovative fabric as overlay on existing pavements and other emerging civil works to stay technically and economically competitive in the global market. Such a fabric will not only prove techno-economically viable but will also reduce the carbon foot-print generation to a large extent. This paper delineates the development of Grey Jute Paving Fabric (GJPF) followed by its bituminization with suitable type and grade of bitumen to develop Bituminized Jute Paving Fabric (BJPF). The BJPF will enhance the life of the overlay thereby reducing the cost of maintenance as well as serving as a partial substitute of bitumen mastic.     

Nonwoven geotextiles from nettle and poly(lactic acid) fibers for slope stabilization using bioengineering approach

This article deals with needle-punched nonwoven geotextiles prepared from nettle and poly(lactic acid) fibers in different weight proportions for potential slope stabilization application using bioengineering approach. The geotextiles were tested for tensile strength, biodegradability, and enhancement of soil fertility. The tensile strength of the geotextiles was found to decrease with addition of stronger nettle fibers. This apparently surprising behavior was explained in the light of theoretical tensile mechanics of nonwovens. Further, the nettle fibers displayed higher biodegradability than the poly(lactic acid) fibers, and when buried under soil, all the geotextiles exhibited a loss in tensile strength. Interestingly, the fertility of the soil was remarkably improved after biodegradation of poly(lactic acid) fibers. Overall, the nonwoven geotextiles prepared in this work were found to be promising for slope stabilization application.     

双层土工织物过滤性能探讨

双层土工织物既有良好的过滤性能又有足够的机械性能 ,是很有发展前景的一种新型土工滤材。本文重点探讨了其过滤性能 ,得到了过滤性能与织物结构、纤维线密度及各个单层之间的关系。