Property of treat foundation soil with vacuum - heaped load precompression 真空堆載聯(lián)合預(yù)壓處理地基土性質(zhì)分析
Test and study on reinforcement of soft clay foundation with vacuum - heaped load combined precompression 真空堆載聯(lián)合預(yù)壓加固軟基機(jī)理的試驗(yàn)研究
This dissertation introduces the necessity , mechanism and developing of the vacuum - heaped load combining precompression in the consolidation of the soft highway foundation 本文闡述了用真空堆載聯(lián)合預(yù)壓法加固軟土路基的必要性、機(jī)理和發(fā)展現(xiàn)狀。
With resonable calculating model and dynamic analysis method , the construction control elevation can be decided and so the precompression difficulty of support can be solved in the construction of large - span arched bridge 采用精確的計(jì)算模型和動(dòng)態(tài)分析技術(shù),一次性給出施工控制標(biāo)高,解決了大跨度拱橋有支架施工中支架需要預(yù)壓的問題。
The dynamic tensile stresses of earthquake may balance or exceed to the precompression stresses due to static watef , this may arouse opening of joints along the normal direction . if the altemate actions of earthquake join , the joints may behave gradual opening and closing 由于地震作用時(shí)的動(dòng)拉應(yīng)力將抵消并超過靜載作用下的壓應(yīng)力,導(dǎo)致橫縫面沿法向張開,加上地震的交變作用,橫縫可能會(huì)呈現(xiàn)反復(fù)的“漸開漸合”現(xiàn)象。