CAJ | 학술논문

土壤的剪切波速（V S )，是抗震设计的一个重要参数，但有关澳门土层的相关资料则十分稀少。研究的主要目的是根据近期野外测试的结果，探讨澳门土层的V S与标准贯入试验的打击锤数（N）的关系，并以简单之幂函数建立V S与N值的关系式。作为澳门轻轨交通系统之勘察计划，研究进行了五组下孔法(DH)，地震波圆锥触探试验（S-CPT）以及标准贯入试验（SPT）的测试。根据试验结果所得的关系式估算剪切波速高于较澳门轻轨设计大纲的建议值，而使用另一有关澳门土层的数据库来验证新的关系式，亦可获得合理的决定系数。
토양적전절파속（V S )，시항진설계적일개중요삼수，단유관오문토층적상관자료칙십분희소。연구적주요목적시근거근기야외측시적결과，탐토오문토층적V S여표준관입시험적타격추수（N）적관계，병이간단지멱함수건립V S여N치적관계식。작위오문경궤교통계통지감찰계화，연구진행료오조하공법(DH)，지진파원추촉탐시험（S-CPT）이급표준관입시험（SPT）적측시。근거시험결과소득적관계식고산전절파속고우교오문경궤설계대강적건의치，이사용령일유관오문토층적수거고래험증신적관계식，역가획득합리적결정계수。
Dynamic soil properties are important parameters for earthquake-resistant design. However, corresponding information is very scarce for Macau soils. This paper presents the preliminary correlation results between V S and SPT blow counts on Macau soils based on recent field tests obtained from the site investigation program for the design of the Macau Light Rapid Transit (LRT) project. Five pairs of Down-Hole (DH) and Seismic Cone Penetration Test (S-CPT) were performed at various locations to measure the shear wave velocity together with Standard Penetration Test(SPT) carried out in the corresponding boreholes. A preliminary correlation relationship of shear wave velocity(V S) and SPT blow counts(N) was also developed based on a power function. Compared with the Design Brief of LRT in which a preliminary correlation guideline is presented, this correlation, established based on the testing results, generally predicts higher shear wave velocity for soft to medium soft soils. Favorable coefficients of determination were also obtained for the newly established correlation evaluated with a different data set from an independent study for Macau soils.