首页>
外国专利>
IMPROVEMENTS IN OR RELATING TO IMPROVED ASSEMBLIES OF GRANULAR PILES FOR THE REINFORCEMENT OF WEAK SOILS AND THE PROVISION OF FIRM SETTLEMENT-FREE FOUNDATIONS AND PROCESS FOR FORMING SUCH ASSEMBLIES
IMPROVEMENTS IN OR RELATING TO IMPROVED ASSEMBLIES OF GRANULAR PILES FOR THE REINFORCEMENT OF WEAK SOILS AND THE PROVISION OF FIRM SETTLEMENT-FREE FOUNDATIONS AND PROCESS FOR FORMING SUCH ASSEMBLIES
展开▼
机译：粒状桩加固弱土的改进或相关改进，提供无沉降的无地基基础和形成此类桩体的过程
展开▼
页面导航
摘要
著录项
相似文献
摘要
An improved assembly of granular piles for the reinforcement of weak soils and the provision of firm settlement-free translations which comprises a plurality of columns each conducting a pile and each composed of a plurality of ----- aggregates compacted within a pre-formed hole in the ----- the tops of said piles being provided with a comprises footing which interconnects said piles, said inter-connecting piles being provided with a common external skirt and said material such as herein described whereby the ----- material such as herein described whereby the ----- carrying capacity of the soil within which the assembly ----- adapted to be located is substantially increased,It process for the formation of an improved assembly of ----- piles for the reinforcement of the weak soils and ----- provision of firm settlement-free foundations which comprises connecting granular material such as stone aggregation into a plurality of pre-drilled holes in the ground to ----- a plurality of piles, said piles being so located that ----- balance between the longitudinal axes of any two ----- piles is equal to or less than five times the diameter of a pile, interconnecting the tops of said piles by means of a common footing and providing a common external skirt of rigid material such as herein described around said assembly of interconnected piles to a depth of from half to twice the width of said assembly whereby the load-carrying capacity of the soil within which the skirted assembly is located is substantially increased.
展开▼
