CAJ | 학술논문

通过对某湿陷性黄土地基工程中15000 kN· m能级强夯地基加固处理试验结果的分析，探讨在大厚度湿陷性黄土中高能级强夯的加固效果。研究结果表明：（1）在湿陷性黄土地区，采用高能级强夯法处理湿陷性黄土，可完全消除黄土的湿陷性，达到地基处理的预期目标。（2）采用的高能级强夯设计及施工技术参数进行湿陷性黄土地基处理取得了良好效果，在类似工程场地，具有较好的实际参考价值。
통과대모습함성황토지기공정중15000 kN· m능급강항지기가고처리시험결과적분석，탐토재대후도습함성황토중고능급강항적가고효과。연구결과표명：（1）재습함성황토지구，채용고능급강항법처리습함성황토，가완전소제황토적습함성，체도지기처리적예기목표。（2）채용적고능급강항설계급시공기술삼수진행습함성황토지기처리취득료량호효과，재유사공정장지，구유교호적실제삼고개치。
This study aims at finding out the effect of the high energy level dynamic compaction by analy-zing the data of the ground stablization of 15000kN· m Level Dynamic Compaction in a field.The results show that:(1) high energy level dynamic compaction completely prevents loess from collapsing and helps to meet the needs of ground treatment;(2) the design and the related technical parameters of the com-paction get expected results not only in collapsible loess foundation treatment but also in similar project sites;the design is of good practical value.