TY - GEN
T1 - Analysis of soil liquefaction potential in Puger coastal area, Jember Regency, East Java using CPT data
AU - Alihudien, Arief
AU - Suhartinah,
AU - Warnana, Dwa Desa
N1 - Publisher Copyright:
© 2018 Author(s).
PY - 2018/6/26
Y1 - 2018/6/26
N2 - The existence of which is traversed by world plate meeting brings Indonesia in earthquake prone area. One of the dangers that occur in earthquake is soil liquefaction. At the time of the earthquake occurs, the soil changes the nature of solid into liquid due to the received cyclic load. As a result, the non-cohesive soil will lose its power. The consequence of soil liquefaction is the decline of the building. Measurement of soil strength and identification of soil type can be done by using the Cone Penetration Test (CPT). In this study, CPT measurement was used to evaluate the liquefaction potential of Puger coastal area, Jember Regency. The potential of liquefaction is determined by obtaining the value of Cyclic Resistance Ratio (CRR), Cyclic Stress Ratio (CSR), Safe Factor (SF) and subsequently calculating ground settlement due to soil liquefaction. As for the results of measurements on 13 points, 7 points of them have the potential for soil liquefaction. From those points, the largest ground settlement is up to 3.24 cm, hence based on the degree of damage to buildings developed by Ishihara and Yosimine [1], the category is included as minor damage.
AB - The existence of which is traversed by world plate meeting brings Indonesia in earthquake prone area. One of the dangers that occur in earthquake is soil liquefaction. At the time of the earthquake occurs, the soil changes the nature of solid into liquid due to the received cyclic load. As a result, the non-cohesive soil will lose its power. The consequence of soil liquefaction is the decline of the building. Measurement of soil strength and identification of soil type can be done by using the Cone Penetration Test (CPT). In this study, CPT measurement was used to evaluate the liquefaction potential of Puger coastal area, Jember Regency. The potential of liquefaction is determined by obtaining the value of Cyclic Resistance Ratio (CRR), Cyclic Stress Ratio (CSR), Safe Factor (SF) and subsequently calculating ground settlement due to soil liquefaction. As for the results of measurements on 13 points, 7 points of them have the potential for soil liquefaction. From those points, the largest ground settlement is up to 3.24 cm, hence based on the degree of damage to buildings developed by Ishihara and Yosimine [1], the category is included as minor damage.
UR - http://www.scopus.com/inward/record.url?scp=85049459055&partnerID=8YFLogxK
U2 - 10.1063/1.5042974
DO - 10.1063/1.5042974
M3 - Conference contribution
AN - SCOPUS:85049459055
T3 - AIP Conference Proceedings
BT - Human-Dedicated Sustainable Product and Process Design
A2 - Hidayati, Nurul
A2 - Widayatno, Tri
A2 - Prasetyo, Hari
A2 - Setiawan, Eko
PB - American Institute of Physics Inc.
T2 - 4th International Conference on Engineering, Technology, and Industrial Application: Human-Dedicated Sustainable Product and Process Design: Materials, Resources, and Energy, ICETIA 2017
Y2 - 13 December 2017 through 14 December 2017
ER -