中国港湾建设
中國港灣建設
중국항만건설
CHINA HARBOUR ENGINEERING
2014年
8期
16-19
,共4页
紊乱%土体%新吹填土%加固
紊亂%土體%新吹填土%加固
문란%토체%신취전토%가고
disorder%soil%new reclaimed soil%strengthening
目前的吹填施工易形成软弱土层，对新吹填土加固效果产生不良影响。根据工程实例分析，提出通过改进吹填工艺，选择混合土层吹填，紊乱土体结构，改善土体的渗透性，达到改善土体加固效果的目的，为超软基加固工程提供新的思路。
目前的吹填施工易形成軟弱土層，對新吹填土加固效果產生不良影響。根據工程實例分析，提齣通過改進吹填工藝，選擇混閤土層吹填，紊亂土體結構，改善土體的滲透性，達到改善土體加固效果的目的，為超軟基加固工程提供新的思路。
목전적취전시공역형성연약토층，대신취전토가고효과산생불량영향。근거공정실례분석，제출통과개진취전공예，선택혼합토층취전，문란토체결구，개선토체적삼투성，체도개선토체가고효과적목적，위초연기가고공정제공신적사로。
At present the reclamation construction is easy to form soft soil layers, which have a negative impact on the new reclaimed soil reinforcement effect. According to the analysis of engineering examples, we proposed that through improving reclamation process, choosing the mixed soil for reclamation, disordering the soil structure, improving the permeability of soil mass to improve the soil reinforcement effect, which can provide a new method for ultra-soft foundation reinforcement engineering.
