Water Table Effects on the Behaviors of the Reinforced Marine Soil-footing System
Downloads
Doi: 10.28991/HEF-2021-02-03-09
Full Text: PDF
Kumar, A., Walia, B. S., & Saran, S. (2005). Pressure-settlement characteristics of rectangular footings on reinforced sand. Geotechnical and Geological Engineering, 23(4), 469–481. doi:10.1007/s10706-004-4008-8.
Chen, Q., & Abu-Farsakh, M. (2015). Ultimate bearing capacity analysis of strip footings on reinforced soil foundation. Soils and Foundations, 55(1), 74–85. doi:10.1016/j.sandf.2014.12.006.
Benmebarek, S., Djeridi, S., Benmebarek, N., & Belounar, L. (2018). Improvement of bearing capacity of strip footing on reinforced sand. International Journal of Geotechnical Engineering, 12(6), 537–545. doi:10.1080/19386362.2017.1309136.
Chen, R., Luan, M., & Hao, D. (2011). Improved simulation method for soil-geogrid interaction of reinforced earth structure in FEM. Transactions of Tianjin University, 17(3), 220–228. doi:10.1007/s12209-011-1528-1.
Cicek, E., & Guler, E. (2015). Bearing capacity of strip footing on reinforced layered granular soils. Journal of Civil Engineering and Management, 21(5), 605–614. doi:10.3846/13923730.2014.890651.
Binquet, J., & Lee, K. L. (1975). Bearing Capacity Analysis of Reinforced Earth Slabs. ASCE J Geotech Eng Div, 101(12), 1257–1276. doi:10.1061/ajgeb6.0000220.
Das, B. M., Shin, E. C., & Omar, M. T. (1994). The bearing capacity of surface strip foundations on geogrid-reinforced sand and clay - a comparative study. Geotechnical and Geological Engineering, 12(1), 1–14. doi:10.1007/BF00425933.
Jahandari, S., Li, J., Saberian, M., & Shahsavarigoughari, M. (2017). Experimental study of the effects of geogrids on elasticity modulus, brittleness, strength, and stress-strain behavior of lime stabilized kaolinitic clay. GeoResJ, 13, 49–58. doi:10.1016/j.grj.2017.02.001.
Jahandari, S., Saberian, M., Zivari, F., Li, J., Ghasemi, M., & Vali, R. (2019). Experimental study of the effects of curing time on geotechnical properties of stabilized clay with lime and geogrid. International Journal of Geotechnical Engineering, 13(2), 172–183. doi:10.1080/19386362.2017.1329259.
Vali, R., Saberian, M., Li, J., Shams, G., & Gelder, P. van. (2018). Properties of geogrid-reinforced marine slope due to the groundwater level changes. Marine Georesources and Geotechnology, 36(6), 735–748. doi:10.1080/1064119X.2017.1386741.
Shin, E. C., Das, B. M., Lee, E. S., & Atalar, C. (2002). Bearing capacity of strip foundation on geogrid-reinforced sand. Geotechnical and Geological Engineering, 20(2), 169–180. doi:10.1023/A:1015059427487.
Kumar, A., & Saran, S. (2003). Bearing capacity of rectangular footing on reinforced soil. Geotechnical and Geological Engineering, 21(3), 201–224. doi:10.1023/A:1024927810216.
Kumar, A., Ohri, M. L., & Bansal, R. K. (2007). Bearing capacity tests of strip footings on reinforced layered soil. Geotechnical and Geological Engineering, 25(2), 139–150. doi:10.1007/s10706-006-0011-6.
Sharma, R., Chen, Q., Abu-Farsakh, M., & Yoon, S. (2009). Analytical modeling of geogrid reinforced soil foundation. Geotextiles and Geomembranes, 27(1), 63–72. doi:10.1016/j.geotexmem.2008.07.002.
Rashidian, V., Naeini, S. A., & Mirzakhanlari, M. (2018). Laboratory testing and numerical modelling on bearing capacity of geotextile-reinforced granular soils. International Journal of Geotechnical Engineering, 12(3), 241–251. doi:10.1080/19386362.2016.1269042.
Annual Book of ASTM Standards (2000). West Conshohocken, Vol. 04(08). PA: ASTM International, United States.
ASTM D2487-11, (2011). Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System). West Conshohocken, PA: ASTM International, United States.
ASTM D854-14, (2014). Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer. West Conshohocken, PA: ASTM International, United States.
ASTM D3080-11, (2011). Standard Test Method for Direct Shear Test of Soils under Consolidated Drained Conditions. West Conshohocken, PA: ASTM International, United States.
ASTM D2166-16, (2016). Standard Test Method for Unconfined Compressive Strength of Cohesive Soil. West Conshohocken, PA: ASTM International, United States.
ASTM D4318-17e1, (2017). Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. West Conshohocken, PA: ASTM International, United States.
ASTM D2216-10, (2010). Standard Test Methods for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass. West Conshohocken, PA: ASTM International, United States.
ASTM D7263-09. (2009). West Conshohocken, PA: ASTM International, United States.
ASTM D1586-11, (2011). Standard Test Method for Standard Penetration Test (SPT) and Split-Barrel Sampling of Soils. West Conshohocken, PA: ASTM International, United States.
Omar, M. T., Das, B. M., Yen, S. C., Puri, V. K., & Cook, E. E. (1993). Ultimate bearing capacity of rectangular foundations on geogrid-reinforced sand. Geotechnical Testing Journal, 16(2), 246–252. doi:10.1520/gtj10041j.
Boushehrian, J. H., & Hataf, N. (2003). Experimental and numerical investigation of the bearing capacity of model circular and ring footings on reinforced sand. Geotextiles and Geomembranes, 21(4), 241–256. doi:10.1016/S0266-1144(03)00029-3.
Mosallanezhad, M., Hataf, N., & Ghahramani, A. (2008). Experimental study of bearing capacity of granular soils, reinforced with innovative grid-anchor system. Geotechnical and Geological Engineering, 26(3), 299–312. doi:10.1007/s10706-007-9166-z.
Hung, L. C., & Kim, S. R. (2012). Evaluation of vertical and horizontal bearing capacities of bucket foundations in clay. Ocean Engineering, 52, 75–82. doi:10.1016/j.oceaneng.2012.06.001.
Ding, H., Liu, Y., Zhang, P., & Le, C. (2015). Model tests on the bearing capacity of wide-shallow composite bucket foundations for offshore wind turbines in clay. Ocean Engineering, 103, 114–122. doi:10.1016/j.oceaneng.2015.04.068.
Vali, R., Mehrinejad Khotbehsara, E., Saberian, M., Li, J., Mehrinejad, M., & Jahandari, S. (2019). A three-dimensional numerical comparison of bearing capacity and settlement of tapered and under-reamed piles. International Journal of Geotechnical Engineering, 13(3), 236–248. doi:10.1080/19386362.2017.1336586.
Zhao, S., & Deng, L. (2018). Analyses of embedded piles reinforced landslides using strength reduction finite element method. International Journal of Geotechnical Engineering, 12(4), 389–401. doi:10.1080/19386362.2017.1282844.
Yoo, C. (2001). Laboratory investigation of bearing capacity behavior of strip footing on geogrid-reinforced sand slope. Geotextiles and Geomembranes, 19(5), 279–298. doi:10.1016/S0266-1144(01)00009-7.
Rostami, V., & Ghazavi, M. (2015). Analytical solution for calculation of bearing capacity of shallow foundations on geogrid-reinforced sand slope. Iranian Journal of Science and Technology - Transactions of Civil Engineering, 39(C1), 167–182.
- The authors retain all copyrights. It is noticeable that authors will not be forced to sign any copyright transfer agreements.
- This work (including HTML and PDF Files) is licensed under a Creative Commons Attribution 4.0 International License.
