Application of static cone penetration test in geotechnical engineering investigation 靜力觸探試驗(yàn)在巖土工程勘察中的應(yīng)用
Approximate theoritical and experimental research development of cone penetration resistance in static cone penetration test 靜力觸探錐頭阻力的近似理論與實(shí)驗(yàn)研究進(jìn)展
Adopting the deformation harmony theory , the numeric calculation of the curve of load versus settlement is made . the fitting results between the calculated curve of load - settlement and the measured one of piles with different construction process are illustrated . hence , under the condition of few or no static load test data , the performance of bearing capacity of single bored pile in loess may be predicted utilizing indexes of shear wave velocity , static cone penetration test and modification coefficient of depth , so it is remarkable to reduce the blindness of preliminary design of pile 通過(guò)室內(nèi)試驗(yàn)及原位測(cè)試指標(biāo)進(jìn)行理論計(jì)算與現(xiàn)場(chǎng)實(shí)測(cè)值的對(duì)比,筆者引入了施工工藝修正系數(shù)k _ ( c1 )和k _ ( c2 )及深度修正系數(shù),使理論計(jì)算值與現(xiàn)場(chǎng)實(shí)測(cè)值具有良好的一致性,進(jìn)而通過(guò)變形協(xié)調(diào)理論對(duì)荷載?沉降曲線進(jìn)行數(shù)值計(jì)算,并用不同施工工藝的實(shí)例說(shuō)明了理論計(jì)算荷載?沉降曲線與實(shí)測(cè)荷載?沉降曲線的擬合效果,從而達(dá)到可在不做靜載荷試驗(yàn)或少做靜載荷試驗(yàn)的情況下通過(guò)剪切波速和靜力觸探試驗(yàn)指標(biāo)以及施工工藝修正系數(shù)等預(yù)測(cè)黃土地基中鉆孔灌注樁承載性狀,這對(duì)于工程初步設(shè)計(jì)中減少設(shè)計(jì)的盲目性具有十分重要的現(xiàn)實(shí)意義。