岩土力学
巖土力學
암토역학
ROCK AND SOIL MECHANICS
2014年
5期
1284-1288
,共5页
左永振%程展林%丁红顺%廖建辉
左永振%程展林%丁紅順%廖建輝
좌영진%정전림%정홍순%료건휘
动力触探%杆长修正系数%模型试验
動力觸探%桿長脩正繫數%模型試驗
동력촉탐%간장수정계수%모형시험
dynamic penetration%modified coefficient of rod length%model test
动力触探是一种应用广泛的原位测试技术,其动探杆长最大可达到上百米,在实际应用中需要进行杆长修正,目前规范中关于动力触探杆长修正问题,给出了以牛顿弹性碰撞理论和弹性杆波动理论为基础的两种修正方法,依据两种理论得出的修正系数是截然不同的。动力触探试验成果应该如何进行杆长修正,是限制该方法应用的重大问题。针对动力触探杆长修正问题,提出了室内模型试验,并依据砂砾石和均质砂两种地基土进行不同杆长的重型动力触探模型试验,杆长分别为2.0、8.9、16.4、23.4、30.0、36.0 m。通过试验,得到重型动力触探杆长修正系数。分析认为,重型动力触探杆长修正规律符合牛顿弹性碰撞理论,且与地基土材料特性无关。
動力觸探是一種應用廣汎的原位測試技術,其動探桿長最大可達到上百米,在實際應用中需要進行桿長脩正,目前規範中關于動力觸探桿長脩正問題,給齣瞭以牛頓彈性踫撞理論和彈性桿波動理論為基礎的兩種脩正方法,依據兩種理論得齣的脩正繫數是截然不同的。動力觸探試驗成果應該如何進行桿長脩正,是限製該方法應用的重大問題。針對動力觸探桿長脩正問題,提齣瞭室內模型試驗,併依據砂礫石和均質砂兩種地基土進行不同桿長的重型動力觸探模型試驗,桿長分彆為2.0、8.9、16.4、23.4、30.0、36.0 m。通過試驗,得到重型動力觸探桿長脩正繫數。分析認為,重型動力觸探桿長脩正規律符閤牛頓彈性踫撞理論,且與地基土材料特性無關。
동력촉탐시일충응용엄범적원위측시기술,기동탐간장최대가체도상백미,재실제응용중수요진행간장수정,목전규범중관우동력촉탐간장수정문제,급출료이우돈탄성팽당이론화탄성간파동이론위기출적량충수정방법,의거량충이론득출적수정계수시절연불동적。동력촉탐시험성과응해여하진행간장수정,시한제해방법응용적중대문제。침대동력촉탐간장수정문제,제출료실내모형시험,병의거사력석화균질사량충지기토진행불동간장적중형동력촉탐모형시험,간장분별위2.0、8.9、16.4、23.4、30.0、36.0 m。통과시험,득도중형동력촉탐간장수정계수。분석인위,중형동력촉탐간장수정규률부합우돈탄성팽당이론,차여지기토재료특성무관。
Dynamic penetration is one of wide applied in-situ test techniques. The rod length during operation could be as long as hundreds of meters, calling for length modification in practical applications. Two major methods are proposed in most present specifications for the modification of dynamic penetration rod length. These two methods are founded differently on Newton elastic collision theory and elastic rod waving theory, and derived totally different modified coefficients. How to apply rod length modifications to the results of dynamic penetration test has currently become major issues that limit their application. Indoor model tests are put forward for the modification issues, altogether with varies of heavy dynamic penetration model being conducted on sand and gravel soil with series of rod lengths (2.0, 8.9, 16.4, 23.4, 30.0, 36.0 m). The modification coefficient of heavy dynamic penetration rod length is obtained after the tests. It is analyzed and concluded that the modification to heavy dynamic penetration rod length followed the description of Newton elastic collision theory, and is independent of the material properties.