岩土力学
巖土力學
암토역학
ROCK AND SOIL MECHANICS
2014年
3期
765-771
,共7页
刘斯宏%高军军%王子健%王柳江%胡晓平
劉斯宏%高軍軍%王子健%王柳江%鬍曉平
류사굉%고군군%왕자건%왕류강%호효평
沟槽回填%土工袋技术%承载力%沉降%减振隔振
溝槽迴填%土工袋技術%承載力%沉降%減振隔振
구조회전%토공대기술%승재력%침강%감진격진
trench backfill%soilbag technique%bearing capacity%settlement%vibration reduction and isolation
市政工程中管线埋入地下采用的基本流程是先开挖沟槽,将开挖的原土作为渣土处理,待管线在沟槽中安放后再用二灰土石填埋沟槽,经夯实后铺设沥青或混凝土路面。为了有效利用沟槽开挖土、减少二灰土石用量,建议采用土工袋技术处理,即将沟槽开挖土装入土工编织袋后回填至沟槽中。阐述了土工袋技术原理,并依托南京市雨污分流工程,对用土工袋回填的沟槽进行了平板载荷试验、落锤式挠度检测和路面振动测试,评价土工袋沟槽的回填效果。结果表明:土工袋在提高沟槽承载力、减少沉降变形、削弱交通振动干扰等方面具有明显效果。土工袋避免弃土外运,减少了扬尘污染,不失为一种绿色、环保、经济的工程新技术。
市政工程中管線埋入地下採用的基本流程是先開挖溝槽,將開挖的原土作為渣土處理,待管線在溝槽中安放後再用二灰土石填埋溝槽,經夯實後鋪設瀝青或混凝土路麵。為瞭有效利用溝槽開挖土、減少二灰土石用量,建議採用土工袋技術處理,即將溝槽開挖土裝入土工編織袋後迴填至溝槽中。闡述瞭土工袋技術原理,併依託南京市雨汙分流工程,對用土工袋迴填的溝槽進行瞭平闆載荷試驗、落錘式撓度檢測和路麵振動測試,評價土工袋溝槽的迴填效果。結果錶明:土工袋在提高溝槽承載力、減少沉降變形、削弱交通振動榦擾等方麵具有明顯效果。土工袋避免棄土外運,減少瞭颺塵汙染,不失為一種綠色、環保、經濟的工程新技術。
시정공정중관선매입지하채용적기본류정시선개알구조,장개알적원토작위사토처리,대관선재구조중안방후재용이회토석전매구조,경항실후포설력청혹혼응토로면。위료유효이용구조개알토、감소이회토석용량,건의채용토공대기술처리,즉장구조개알토장입토공편직대후회전지구조중。천술료토공대기술원리,병의탁남경시우오분류공정,대용토공대회전적구조진행료평판재하시험、락추식뇨도검측화로면진동측시,평개토공대구조적회전효과。결과표명:토공대재제고구조승재력、감소침강변형、삭약교통진동간우등방면구유명현효과。토공대피면기토외운,감소료양진오염,불실위일충록색、배보、경제적공정신기술。
The basic way to bury pipelines into ground in the municipal projects is:excavating a trench firstly, and throwing away the excavated soils as wastes; backfilling the expensive lime-ash soil into the trench after the pipelines are placed properly; tamping foundation and laying asphalt or concrete pavements. In consideration of recycling the excavated soils and reducing the use of lime-ash soil, soilbag technique is suggested in urban trench backfills so as to cut down the project costs. The mechanism of soilbag technique is briefly elucidated herein; and several field tests such as plate loading test, falling-weight deflection and vibration response measurements are then carried out respectively to evaluate the benefits of a soilbag-trench, with the strong support of the Rain and Sewage Diversion Project in Nanjing. The test results show that soilbag technique performances superbly in improving the bearing capacity of subgrade, decreasing the settlement of roadbed as well as in reducing and isolating the traffic-induced vibrations, compared with the common backfill scheme. It is also proved that backfilling the trench with soilbags is a new green, environment-friendly and economical approach for the municipal projects as a result of avoiding the removal of discarded soils and controlling the pollution of raised dust.