1. Darvishi Alamouti, S., Moradi, M. and Bahaari, M. (2019). Centrifuge modelling of monopiles subjected to lateral loading. Scientia Iranica, 26(6), pp. 3109-3124. DOI: 10.24200/sci.2018.20222. [
DOI:10.24200/sci.2018.20222]
2. Li, L., Shi, A., Zhang, L., Xiao, H. and Jiang, M. (2021). Experimental investigations on the mechanically stabilised earth wall under static load conditions. European Journal of Environmental and Civil Engineering, 25(4), pp. 575-598. DOI: 10.1080/19648189.2018.1537898. [
DOI:10.1080/19648189.2018.1537898]
3. Djadouni, H., Trouzine, H., Gomes Correia, A. and Silva Miranda, T.F. (2021). 2D numerical analysis of a cantilever retaining wall backfilled with sand-tire chips mixtures. European Journal of Environmental and Civil Engineering, 25(6), pp. 1119-1135. DOI:10.1080/19648189.2019.1570870. [
DOI:10.1080/19648189.2019.1570870]
4. Fall, M., Gao, Z. and Ndiaye, B.C. (2019). Three-dimensional response of double anchored sheet pile walls subjected to excavation and construction sequence. Heliyon, 5, Article e01348. DOI: 10.1016/j.heliyon. 2019.e01348. [
DOI:10.1016/j.heliyon.2019.e01348]
5. Chogueur, A., Abdeldjalil, Z. and Reiffsteck, P. (2018). Parametric and comparative study of a flexible retaining wall. Periodica Polytechnica Civil Engineering, 62(2), pp. 295-307. DOI: 10.3311/PPci.10749. [
DOI:10.3311/PPci.10749]
6. Aparna, N. and Samadhiya, K. (2020). Evaluation of model sheet pile wall adjacent to a strip footing - an experimental investigation. International Journal of Geotechnical Engineering, 14(7), pp. 828-835. DOI: 10.1080/19386362.2019.1581459. [
DOI:10.1080/19386362.2019.1581459]
7. Rashidi, F. and Shahir, H. (2019). Numerical investigation of anchored soldier pile wall performance in the presence of surcharge. International Journal of Geotechnical Engineering, 13(2), pp. 162-171. DOI: 10.1080/19386362.2017.1329258. [
DOI:10.1080/19386362.2017.1329258]
8. Yáñez-Godoy, H., Mokeddem, A. and Elachachi, S.M. (2017). Influence of spatial variability of soil friction angle on sheet pile walls structural behaviour. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, 11(4), pp. 299-314. DOI: 10.1080/17499518.2017.1297465. [
DOI:10.1080/17499518.2017.1297465]
9. Godavarthi, V.R., Mallavalli, D., Peddi, R., Katragadda, N. and Mulpuru, P. (2011). Contiguous pile wall as a deep excavation supporting system. Leonardo Electronic Journal of Practical Technology, 19, pp. 144-160.
10. Ho, A., Wright, M. and Ng, S. (2013). Deep excavation in Hong Kong - Cantilever bored pile wall design using CIRIA Report No. C580. In: Proceedings of the XVIII International Conference on Soil Mechanics and Geotechnical Engineering, September, Paris, France.
آیتمی وجود ندارد
