|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
標(biāo)題 |
天然地基沉降變形特性試驗研究(51 卷) |
英文標(biāo)題 |
Experimental study on subsidence-deformation performance of natural subsoil |
摘要 |
通過現(xiàn)場試驗,測試天然地基的地基面沉降、分層沉降、側(cè)向位移、孔隙水壓和地基面壓力,分析天然地基沉降變形特性,并分別計算試驗工點理論沉降和推算沉降。結(jié)果表明,利用e—lgP法計算的理論沉降與實測推算沉降較為接近。 |
作者 |
新聞作者:高丕峰 |
關(guān)鍵字 |