粉煤灰碎石混凝土灌注桩法加固软弱地基效果的分析与检验   总被引：1，自引：0，他引：1  

龚有满 《水文地质工程地质》1993,20(5):13-17,9

对由深厚软弱土层组成的地基,采用粉煤灰碎石混凝土灌注桩法予以加固处理时,其施工机具相对简单,工期短,节约“三材”,投资省,具有显著的经济效益。由粉煤灰碎石混凝土灌注桩和深厚软弱土层共同构成的复合地基的工程特性,介于一般碎石桩复合地基与混凝土桩桩基之间,其基本特征是:承载力的提高,主要是置于深厚软弱土层中的粉煤灰碎石混凝土灌注桩的排水和垂直加筋作用的结果;其承载机理,部分具有一般碎石桩复合地基的特征;在结构物荷载作用下,其桩、土荷载分担特征,比较接近于普通混凝土桩桩基。  相似文献   

On the enhanced confining pressure aproach to the mechanics of reinforced soil     

G. A. Athanasopoulos 《Geotechnical and Geological Engineering》1994,12(2):122-132

Summary A review is presented of conceptual approaches that are currently in use for interpreting the operation of reinforced soil. The concepts of enhanced confining pressure and of reduced normal tensile strains are found to be closely related to current experimental and theoretical investigations as well as to the design methodologies available at present for reinforced soil applications. Focusing on the enhanced confining pressure concept, analytical expressions are developed that allow the estimation of the value of equivalent confining stress increase when the properties of soil and reinforcement and the state of stresses acting on a cylindrical reinforced soil element are known. The derived expressions can also be utilized for estimating the soil-reinforcement friction angle from the results of triaxial tests on cylindrical samples reinforced with horizontal layers of reinforcement.  相似文献   

Transient loading-related settlement of a square foundation on geogrid-reinforced sand     

B. M. Das  A. Maji 《Geotechnical and Geological Engineering》1994,12(4):241-251

Summary Laboratory model test results are presented that determine the effectiveness of using layers of geogrids as reinforcement in sand to reduce the settlement of square surface foundations subjected to transient loading. The model tests were conducted with only one type of geogrid at one relative density of compaction of sand. The maximum intensity of the transient load applied always exceeded the static ultimate bearing capacity of the foundation when supported by unreinforced sand. The settlement reduction factors for various depths of reinforcement have been determined.  相似文献   

新型灌浆材料在已建砌体结构抗震加固中的应用     

施养杭  余建星 《地震工程与工程振动》2005,25(2):88-92

具有悠久历史的石结构是砌体结构的重要组成部分，本文作者经广泛调研和试验分析：(1)提出以石粉为集料对石砌体进行抗震加固，寓环保与防灾于一体；(2)给出新型浆体配比和复合砂浆的强度等级，阐述加固技术和方法，建立灌浆石砌体抗震抗剪强度公式；(3)阐明抗震验算方法，提出基于模糊随机可靠理论的可靠性分析方法。  相似文献   

Experimental and numerical study of soil-reinforcement effects on the low-strain stiffness and bearing capacity of shallow foundations     

Wilson Chung  Giovanni Cascante 《Geotechnical and Geological Engineering》2007,25(3):265-281

This paper presents results of meticulous laboratory testing and numerical simulations on the effect of reinforcement on the low-strain stiffness and bearing capacity of shallow foundations on dry sand. The effect of the location and the number of reinforcement layers is studied in the laboratory, whereas numerical simulations are used to study the reinforcement-foundation interaction. Laboratory tests show an increase of 100, 200, and 275% not only in bearing capacity but also in low-strain stiffness (linear load–displacement behaviour) of a square foundation when one, two, and three layers of reinforcement are used, respectively. The specimen preparation technique is found to be crucial for the repeatability and reliability of the laboratory results (less than 5% variability). Numerical simulations demonstrate that if reinforcements are placed up to a depth of one footing width (B) below the foundation, better re-distribution of the load to deeper layers is achieved, thus reducing the stresses and strains underneath the foundation. Numerical simulations and experimental results clearly identify a critical zone between 0.3 and 0.5B, where maximum benefits not only on the bearing capacity but also on the low-strain stiffness of the foundation are obtained. Therefore, soil reinforcement can also be used to reduce low-strain vibrations of foundations.  相似文献   

Performance of surface footing on geocell-reinforced soft clay beds   总被引：2，自引：0，他引：2  

Sitharam G. Thallak  Sireesh Saride  Sujit Kumar Dash 《Geotechnical and Geological Engineering》2007,25(5):509-524

This paper presents the results of laboratory model tests carried out to develop an understanding of the behaviour of geocell-reinforced soft clay foundations under circular loading. Natural silty clay was used in this study. The geocells were prepared using biaxial polymer grid. The performance of the reinforced bed is quantified using non-dimensional factors i.e., Bearing capacity improvement factor (I_f) and Percentage reduction in footing settlement (PRS). The test results demonstrate that the geocell mattress redistributes the footing load over a wider area thereby improving the performance of the footing. The load carrying capacity of the clay bed is increased by a factor of up to about 4.5 times that of unreinforced bed. From the pressure-settlement responses, it is observed that the geocell-reinforced foundation bed behaves as a much stiffer system compared to the unreinforced case indicating that a substantial reduction in footing settlement can be achieved by providing geocell reinforcement in the soft clay bed. The maximum reduction in footing settlement obtained with the provision of geocell mattress of optimum size placed close to the footing is around 90%. Further improvement in performance is obtained with provision of an additional planar geogrid layer at the base of the geocell mattress.  相似文献   

某住宅楼的地基加固与纠偏     

刘善国  殷友东 《化工矿产地质》2001,23(2):125-127

面对连云港市新浦区软土地基上施工的某住宅楼 ,施工时由于对北楼部分桩出现的缩颈及断裂未能妥善处理 ,造成楼房北倾的问题。经协商 ,及时采取了旋喷桩加固法加固北楼基础 :采用沉降法(切桩 )、纠偏 (使各承台均匀、协调、沉降 )、接桩、固封等措施 ,效果良好。  相似文献   

土工格栅加筋碎石土大型三轴试验研究   总被引：27，自引：6，他引：27  

赵川  周亦唐 《岩土力学》2001,22(4):419-422

在大型三轴仪上进行了素碎石土和加筋碎石土的三轴排水剪切试验，探讨了加筋碎石土的强度及变形特性；分析了塑料土工格栅的加筋机理，为加筋碎石土的理论计算提供了依据。  相似文献   

基坑边坡变形的理论计算方法   总被引：4，自引：0，他引：4  

魏焕卫  孙剑平  陈启辉  张鑫  贾强 《水文地质工程地质》2006,33(2):75-79,83

基于Mindli。应变解，推导出土质直坡和斜坡侧向与竖向变形的理论解。通过计算分析，讨论了影响边坡变形的因素，并据此提出了边坡支护和加固的方法。  相似文献   

节理裂隙边坡锚注加固机制及特性研究   总被引：6，自引：0，他引：6  

许万忠  彭振斌  袁海平 《水文地质工程地质》2006,33(5):30-33

本文通过对节理裂隙边坡锚注加固模型的力学推导，得出锚注加固工法可以提高岩石边坡弱面抗剪强度和抗剪刚度的结论；指出锚注结构可以充分发挥锚杆和注浆体各自的材料潜能，从而避免锚杆单独作用所存在的弊端；结合某高速公路边坡加固工程，阐述了锚注加固工法的技术特点及工艺流程，指明压力注浆可以针对边坡岩体的薄弱环节，直接进行有效的处理，使边坡的稳定性得以提高，并就边坡锚注加固施工中存在的技术问题，提出相应的处理措施。  相似文献