The Performance of the Nailed Slab System-Supported Embankment on Peat Soil
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This study presents the effect of pile length and connection with the performance of the nailed slab system as supporting embankment load on peat soil. Various times-settlement performances that have reflected different piles length and connection have been observed. The consolidation settlement behavior at several models has been simulated using Asaoka method in order to obtain the coefficient of consolidation. It has been obtained that the nailed slab system is able to decrease the stress distribution in the soil foundation. This can have a significant effect on the stability embankment, and hence, the type of connections pile with the slab will specify for the embankment load on peat soil. The addition of the pile element under the slab can contribute to the resisting forces, reducing consolidation settlement, increasing slab stiffness, and hence the overall stability of the embankment.
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Asaoka, A., Observational Procedure of Settlement Prediction, (1978) Soil and Foundations, 8(4), pp. 87-101.
Diana, W., Hardiyatmo, H. C., & Suhendro, B., Effect of Pile Connections on The Performance of The Nailed-Slab System on The Expansive Soil, (2017) International Journal of Geomate, 12(2), pp. 134-141.
Gruen, H. A., & Lovell, C. W., Use of Peats as Embankment Foundations, (1983) School of Civil Engineering, Purdue University West Lafayette, Indiana.
Hardiyatmo, H. C., Soil Mechanics II, (2010) Gadjah Mada University Press, Indonesia (in Indonesian).
Hardiyatmo, H. C., Method to Analyzethe Deflection of The Nailed-Slab System, (2011) International Journal of Civil & Environmental Engineering, 11(4), pp. 22-28.
Hinchberger, S. D., & Rowe, R. K., Geosynthetic Reinforced Rmbankments on Soft Clay Foundations: Predicting Reinforcement Strains at Failure, (2003) Geotextiles and Geomembranes, 21(3), pp. 151-175.
Liu, H. L., Ng, C. W., & Fei, K., Perfomance of a Geogrid-Reinforced and Pile-Supported Highway Embankment over Soft Clay: Case Study, (2007) Journal of Geotechnical and Geoenvironmental Engineering, 133(12), pp. 1483-1493.
Maulana, Azwar, Susanti, R. D., & Waruwu, A., Potential of Bamboo Pile as Reinforcement of Peat Soil under Embankment, (2018) ARPN Journal of Engineering and Applied Sciences, 13(1), pp. 52-56.
Waruwu, A., Maulana, A., Halim, H., Settlement Estimation of Peat Reinforced with Bamboo Grid Under Embankment, (2017) International Review of Civil Engineering (IRECE), 8 (6), pp. 299-306.
Porbaha, A., Hanzawa, H., & Kishida, T., Analysis of a Failed Embankment on Peaty Ground, (2000) Slope Stability 2000, (pp. 281-293).
Puri, A., Suhendro, B., & Rifa’i, A., Effect of Vertical Wall Barrier on The Rigid Pavement Deflection of Full Scale 1-Pile Row Nailed-Slab System on Soft Sugrade, (2017) International Journal of Geomate, 12(32), pp. 25-29.
Rowe, R. K., & Li A. L., Geosynthetic-Reinforced Embankments over Soft Foundations, (2005) Geosynthetics International, 12(1), pp. 50-85.
Sasaki, Y., Kano, S., & Tsuji, T., Embankment Reinforcement by Geogrid to Reduce Its Settlement During Earthquakes, (2004) 13th World Conference on Earthquake Engineering Vancouver, B.C., Canada, Paper (No. 642).
Susanti, R. D., Maulana, & Waruwu, A., Bearing Capacity Improvement of Peat Soil by Preloading, (2017) ARPN Journal of Engineering and Applied Sciences, 12(1), pp. 121-124.
Vakher, M., Load-Deformation Performance of Peat Soil Under Large Concrete Plates, (2000) In Geotechnical Measurements: Lab and Field (pp. 44-55).
Waruwu, A., Hardiyatmo, H. C., & Rifa’i, A., Compressive Behavior of Bagansiapiapi-Riau Peat in Indonesia, 2016 Electronic Journal of Geotechnical Engineering, 21(16), pp. 5217-5227.
Waruwu, A., Hardiyatmo, H. C., & Rifa’i, A., Behavior of Nailed-Slab System on Peat Soil under Loading, (2017) Proceedings of the 1st Warmadewa University International Conference on Architecture and Civil Engineering, Bali, Indonesia, (pp: 101-107).
Waruwu, A., Hardiyatmo, H. C., & Rifa’i, A., Deflection Behavior of The Nailed Slab System-Supported Embankment on Peat Soil, (2017) Journal of Applied Engineering Science, 15(4), pp. 556 - 563.
Waruwu, A., Halim, H., Nasution, T., & Hanova, Y., Bamboo Grid Reinforcement on Peat Soil under Repeated Loading, (2018) Journal of Engineeering and Applied Sciences, 13(8), pp. 2190-2196.
Puri, A., Hardiyatmo, H.C., Suhendro, B., & Rifa’i, A., Differential Settlement of Rigid Pavement of 3-Pile Row Nailed-slab System on Soft Clay Sub Grade Due to Monotonic and Repetitive Loadings, (2016) International Conference on Technology, Innovation, and Society, (pp: 377-388).
Diana, W., Hardiyatmo, H.C., & Suhendro, B., Small-scale Experimental Investigation on the Behaviour of Nailed Slab System in Expansive Soil, (2016) AIP Conference Proceedings, (Vol. 1755, No. 1, p. 060002), AIP Publishing.
Fattah, M., Hassan, W., Rasheed, S., Effect of Geocell Reinforcement above Buried Pipes on Surface Settlement, (2018) International Review of Civil Engineering (IRECE), 9 (2), pp. 86-90.
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