首页> 外国专利> INFORMATION METHOD COMBINED WITH DYNAMIC CONSOLIDATION AND VACUUM DRAINAGE FOR REINFORCEMENT OF SOFT SOIL GROUND

INFORMATION METHOD COMBINED WITH DYNAMIC CONSOLIDATION AND VACUUM DRAINAGE FOR REINFORCEMENT OF SOFT SOIL GROUND

机译:动力固结与真空排水相结合的软土地基加固信息化方法。

摘要

A METHOD FOR SOFT GROUND IMPROVEMENT, ADOPTING CONTROL MEANS BASED ON INFORMATION THEREOF, INCLUDES SUCH STEPS: FIRSTLY, PROVING UP THE DISTRIBUTION OF THE SOIL LAYERS IN THE FIELD OF THE GROUND TO BE TREATED WITH SMALL ANGER DRILL; THEN INSERTING VACUUM PIPES ARRAYED IN A MATRIX TO THE DIFFERENT SOIL LAYERS ACCORDING TO THE WATER CONTENT AND THE INFITRATION COEFFICIENT OF THE DIFFERENT SOIL LAYERS, VACUUMIZING SUBSEQUENTLY FOR DRAINAGE, EXTRACTING PART OF VACUUM PIPES, AND ALTERNATING WITH COMPACTING EACH LAYER SYNCHRONOUSLY WITH DIVERSE ENERGY FOR SEVERAL TURNS TO TREAT THE SOFT GROUND. THE COMPACTION PROCESS IS CARRIED OUT THROUGH DYNAMICCONSOLIDATION OR VIBRATION WITH DIFFERENT ENERGY IN DIFFERENT TURNS. THE METHOD HAS ADVANTAGES OF REDUCING CONSTRUCTION PERIOD AND ELIMINATING DIFFERENTIAL SETTLEMENTS UNDER CONSTRUCTION.
机译:一种基于信息的软土地基改良方法,采用控制手段,包括以下步骤:首先,用小生气钻头处理土地层中土壤层的分布;然后将矩阵中插入的真空管按照水含量和不同土壤层的渗透系数按矩阵插入到不同的土壤层中,随后进行抽水以进行排水,然后抽出部分烟灰糖,并用粉煤灰混合在一起,然后交替使用几步处理软土地基。压实过程是通过在不同转弯中通过不同能量的动态固结或振动来进行的。该方法具有减少施工期并消除施工中的差异性沉降的优点。

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