The coefficient of compaction is 1 . 22 on mechanical loader ; ( 6 ) the analysis settlement of roadbed used the xigeda filler , predict that tolerable settlement is 5 . 5cm , total settlement is 11 . 4cm , it is meet a criterion ; ( 7 ) the analysis stable of roadbed used the xigeda filler include water and slope the result show the xigeda filler is stable 采用裝載機攤平,昔格達填料的松鋪系數(shù)為1 . 22 ;昔格達填料路堤沉降觀測分析。預(yù)測昔格達填料工后沉降為5 . 5cm ,總沉降為11 . 4cm ,滿足沉降要求;昔格達路堤水穩(wěn)定性和邊坡穩(wěn)定性分析,分析表明昔格達填料路堤是穩(wěn)定的。