中国港湾建设
中國港灣建設
중국항만건설
CHINA HARBOUR ENGINEERING
2014年
1期
26-31
,共6页
于健%诸葛爱军%刘建军%李卫%刘爱民
于健%諸葛愛軍%劉建軍%李衛%劉愛民
우건%제갈애군%류건군%리위%류애민
超软土%电渗法%耗能%加固效果
超軟土%電滲法%耗能%加固效果
초연토%전삼법%모능%가고효과
ultra-soft soil%electro-osmotic%energy dissipation%strengthening effect
对超软土采用真空预压法加固后，进行现场电渗法加固试验。根据试验结果分析了电渗法的能耗情况。通过加固效果检测证明电渗法可以使土体强度在短期内有较大幅度的增长，达到真空预压所达不到的加固效果。
對超軟土採用真空預壓法加固後，進行現場電滲法加固試驗。根據試驗結果分析瞭電滲法的能耗情況。通過加固效果檢測證明電滲法可以使土體彊度在短期內有較大幅度的增長，達到真空預壓所達不到的加固效果。
대초연토채용진공예압법가고후，진행현장전삼법가고시험。근거시험결과분석료전삼법적능모정황。통과가고효과검측증명전삼법가이사토체강도재단기내유교대폭도적증장，체도진공예압소체불도적가고효과。
The foundation is improved using electro-osmotic treatment for ultra soft soil after using vacuum preloading. The pa-per analyzes energy consumption of electro-osmotic treatment according to the test results and proves that electro-osmotic treat-ment of ultra-soft soil can make the soil strength increases obviously to achieve the desired effect beyond vacuum preloading by reinforcement effect detection.
