Pile capacity distribution analysis for SLT with reactive system
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In the paper, the analysis of the bearing capacity of the pile and the redistribution of the
load on the pile toe and shaft was carried out. The tests were carried out by a static load test (SLT)
incrementally increasing the compressive force on the test pile, and the tension force on the anchor
piles. The test system consisted of one test pile and two anchor piles with a reaction beam. Two
tests were conducted according to the same test program, where the test piles were of the same
length, while the length of the anchor piles in the second test was increased. In the first test, the
anchor pile failed, while in the second test, the test pile failed. Based on the achieved limit values of
settlement of the test and anchor pile, the bearing capacity of the test pile at the toe and shaft was
determined. Subsequently, a CPT test was carried out and the bearing capacity was calculated
according to the LPC-CPT method.
Keywords:
pile / shaft / toe / bearing capacity / testing / SLTSource:
GEOTECHNICAL ASPECTS OF CIVIL ENGINEERING AND EARTHQUAKE ENGINEERING - Vrnjačka Banja, 2023, 282-288Funding / projects:
- Ministry of Science, Technological Development and Innovation of the Republic of Serbia, institutional funding - 200012 (Istitute of Material Testing of Serbia - IMS, Belgrade) (RS-MESTD-inst-2020-200012)
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Institut za ispitivanje materijalaTY - CONF AU - Božović, Nikola AU - Ćosić, Mladen AU - Đoković, Ksenija AU - Milićević, Rajo AU - Krstić, Marija PY - 2023 UR - http://rims.institutims.rs/handle/123456789/671 AB - In the paper, the analysis of the bearing capacity of the pile and the redistribution of the load on the pile toe and shaft was carried out. The tests were carried out by a static load test (SLT) incrementally increasing the compressive force on the test pile, and the tension force on the anchor piles. The test system consisted of one test pile and two anchor piles with a reaction beam. Two tests were conducted according to the same test program, where the test piles were of the same length, while the length of the anchor piles in the second test was increased. In the first test, the anchor pile failed, while in the second test, the test pile failed. Based on the achieved limit values of settlement of the test and anchor pile, the bearing capacity of the test pile at the toe and shaft was determined. Subsequently, a CPT test was carried out and the bearing capacity was calculated according to the LPC-CPT method. C3 - GEOTECHNICAL ASPECTS OF CIVIL ENGINEERING AND EARTHQUAKE ENGINEERING - Vrnjačka Banja T1 - Pile capacity distribution analysis for SLT with reactive system EP - 288 SP - 282 UR - https://hdl.handle.net/21.15107/rcub_rims_671 ER -
@conference{ author = "Božović, Nikola and Ćosić, Mladen and Đoković, Ksenija and Milićević, Rajo and Krstić, Marija", year = "2023", abstract = "In the paper, the analysis of the bearing capacity of the pile and the redistribution of the load on the pile toe and shaft was carried out. The tests were carried out by a static load test (SLT) incrementally increasing the compressive force on the test pile, and the tension force on the anchor piles. The test system consisted of one test pile and two anchor piles with a reaction beam. Two tests were conducted according to the same test program, where the test piles were of the same length, while the length of the anchor piles in the second test was increased. In the first test, the anchor pile failed, while in the second test, the test pile failed. Based on the achieved limit values of settlement of the test and anchor pile, the bearing capacity of the test pile at the toe and shaft was determined. Subsequently, a CPT test was carried out and the bearing capacity was calculated according to the LPC-CPT method.", journal = "GEOTECHNICAL ASPECTS OF CIVIL ENGINEERING AND EARTHQUAKE ENGINEERING - Vrnjačka Banja", title = "Pile capacity distribution analysis for SLT with reactive system", pages = "288-282", url = "https://hdl.handle.net/21.15107/rcub_rims_671" }
Božović, N., Ćosić, M., Đoković, K., Milićević, R.,& Krstić, M.. (2023). Pile capacity distribution analysis for SLT with reactive system. in GEOTECHNICAL ASPECTS OF CIVIL ENGINEERING AND EARTHQUAKE ENGINEERING - Vrnjačka Banja, 282-288. https://hdl.handle.net/21.15107/rcub_rims_671
Božović N, Ćosić M, Đoković K, Milićević R, Krstić M. Pile capacity distribution analysis for SLT with reactive system. in GEOTECHNICAL ASPECTS OF CIVIL ENGINEERING AND EARTHQUAKE ENGINEERING - Vrnjačka Banja. 2023;:282-288. https://hdl.handle.net/21.15107/rcub_rims_671 .
Božović, Nikola, Ćosić, Mladen, Đoković, Ksenija, Milićević, Rajo, Krstić, Marija, "Pile capacity distribution analysis for SLT with reactive system" in GEOTECHNICAL ASPECTS OF CIVIL ENGINEERING AND EARTHQUAKE ENGINEERING - Vrnjačka Banja (2023):282-288, https://hdl.handle.net/21.15107/rcub_rims_671 .