山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2012年
25期
87-89
,共3页
静力触探试验(CPT)%经验参数法%标准贯入试验
靜力觸探試驗(CPT)%經驗參數法%標準貫入試驗
정력촉탐시험(CPT)%경험삼수법%표준관입시험
Cone Penetration Test(CPT)%empirical parameter method%standard penetration experiment
以滨州某工程为例,采用静力触探法、经验参数法和标准贯入试验成果法对单桩竖向极限承载力分别进行估算,并对结果进行了对比分析,得出标贯法计算的单桩极限承载力相对偏大,静力触探法估算的单桩极限承载力相对较低。
以濱州某工程為例,採用靜力觸探法、經驗參數法和標準貫入試驗成果法對單樁豎嚮極限承載力分彆進行估算,併對結果進行瞭對比分析,得齣標貫法計算的單樁極限承載力相對偏大,靜力觸探法估算的單樁極限承載力相對較低。
이빈주모공정위례,채용정력촉탐법、경험삼수법화표준관입시험성과법대단장수향겁한승재력분별진행고산,병대결과진행료대비분석,득출표관법계산적단장겁한승재력상대편대,정력촉탐법고산적단장겁한승재력상대교저。
Taking some project at Binzhou as the example,the paper adopts the static cone penetration test,the empirical parameter method,and the standard penetration experimental result method to estimate the single pile＇s vertical ultimate bearing capacity respectively,compares and analyzes the results,and concludes the result of the single pile＇s ultimate bearing capacity by the penetration method is relative bigger,while the one of the estimate of the single pile＇s ultimate bearing capacity by the static cone penetration method is relative lower.
