STUDI KAPASITAS DUKUNG TIANG PANCANG BERBASIS KORELASI DATA SONDIR DAN DATA NSPT DI KOTA PEKALONGAN
DOI:
https://doi.org/10.31941/jurnalpena.v36i0.2222Keywords:
Piles, Sondir, NSPTAbstract
Pekalongan city has a land carrying capacity that varies according to the type of soil. the phenomenon of subsidence also occurs with a decrease time that varies according to the load and type of soil. the carrying capacity of the land is related to land subsidence and the length of time of its subsidence. the study was conducted in pekalongan city by taking soil samples in the pdam environment of pekalongan city. data and sample analysis was carried out in the laboratory to obtain the large carrying capacity of the land, soil subsidence, and the length of time of subsidence. the results showed that the distribution of soil engineering properties parameters can describe the carrying capacity of soil in pekalongan city which can be used as an instrument to determine soil carrying capacity and evaluate space utilization from the aspect of land use suitability and land capability. land loading exceeding the carrying capacity of the soil will trigger a failure of soil stability in the form of deformation / subsidence.References
Ahmadi, S. H. and Sedghamiz, A. (2007) Geostatistical analysis of spatial and temporal variations of groundwater level, Environmental monitoring and assessment. Springer, 129(1–3), pp. 277–294.
American Society for Testing and Materials Annual (1992) Annual Book of ASTM Standards., Philadelphia, PA, USA, pp. 1-325.
Bouayad, D. and Emeriault, F. (2017) Modeling the relationship between ground surface settlements induced by shield tunneling and the operational and geological parameters based on the hybrid PCA/ANFIS method, Tunnelling and Underground Space Technology. Elsevier, 68(May), pp. 142–152.
Bowles, Joseph, E. (1991) Physical and Geotechnical Properties of Soil. 2nd ed. Jakarta: Erlangga, pp. 1-315.
Craig, R. F. (1989) Soil Mechanics, Ist edition, pp. 1-276.
Davis, E. H. and Booker, J. R. (1973) The effect of increasing strength with depth on the bearing capacity of clays, Geotechnique. Thomas Telford Ltd, 23(4), pp. 551–563.
Du, N. Le et al. (2013) Ultimate bearing capacity analysis of ground against inclined load by taking account of nonlinear property of shear strength, International Journal of GEOMATE, 5(2), pp. 678–684.
Eko Subowo, Dwi Sarah, Dodit Mudoharjono, T. W. (2014) Subsurface Geology of the Semarang City Land Subsidence Region, Pemaparan Hasil Penelitian Puslit Geoteknologi LILI, 2011, pp. 199-203.
Gholami, V. et al. (2015) Modeling of groundwater level fluctuations using dendrochronology in alluvial aquifers, Journal of hydrology. Elsevier, 529, pp. 1060–1069.
Husnayaen et al. (2018) Physical assessment of coastal vulnerability under enhanced land subsidence in Semarang, Indonesia, using multi-sensor satellite data, Advances in Space Research. COSPAR, 61(8), pp. 2159–2179.
Pratikso, A. and Sudarno, S. (2019) Soil Consolidation Analysis As The Main Cause Of Land Subsidence In Semarang - Indonesia, International Journal of Civil Engineering and Technology (IJCIET), 10(02), pp. 793–802.
Prayogo, T. (2015) Analysis of Changing Coastal Coastal Patterns in Semarang and Surrounding Areas Based on Mulitemporal Landsat Satellite Imagery, Prosiding Pertemuan Ilmiah Tahunan XX, (December), pp. 753–763.
Reddy, A. S. and Srinivasan, R. J. (1967) Bearing capacity of footings on layered clays, Journal of the Soil Mechanics and Foundations Division. ASCE, 93(2), pp. 83–99.
Rimba, A. B. et al. (2018) Physical assessment of coastal vulnerability under enhanced land subsidence in Semarang, Indonesia, using multi-sensor satellite data, Advances in Space Research, 61(8), pp. 2159–2179.
Sanglerat, G. (1973) The Penetrometer and Soil Exploration,” Soil Science, 116(2), p. 131.
Satyanta, P. (2010) Detection of Coastal Change Through Remote Sensing Imagery on the North Coast of Semarang Demak, 7(1), pp. 96–106.
Skempton, A. W. (1951) The bearing capacity of clays, Selected Papers on Soil Mechanics, pp. 50–59.
Sophocleous, M. A. (1991) Combining the soilwater balance and water-level fluctuation methods to estimate natural groundwater recharge: practical aspects, Journal of hydrology. Elsevier, 124(3–4), pp. 229–241.
Standar Nasional Indonesia (2017) SNI 8460: 2017; Geotechnical Design. Indonesia, pp 1-132.
Taylor, C. J. and Alley, W. M. (2002) Ground-water-level monitoring and the importance of long-term water-level data. US Geological Survey, pp. 1-206.
Terzaghi, K. and Ralph, P. B. (1987) Soil Mechanics in Engineering Practices, Penerbit Erlangga, pp. 1-315.
Wardhana, D. D., Harjono, H. and Sudaryanto, S. (2014) Sub-surface Structure of Semarang City Based on Gravity Data, Jurnal RISET Geologi dan Pertambangan, 10(1): 142-151.
Widiarso, D. A. et al. (2019) Potential consolidation settlement due to load stresses of building structures, International Journal of GEOMATE, 17(60), pp. 204–210.
Yuwono, B. D., Abidin, H. Z. and Hilmi, M. (2013) Geospatial analysis of the causes of land subsidence in the city of Semarang, Prosiding SNST ke-4 Tahun 2013, pp. 1–12.
Zhu, L. et al. (2015) Land subsidence due to groundwater withdrawal in the northern Beijing plain, China, Engineering Geology, 193, pp. 243–255.
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