[1] Budhu, M., Soil Mechanics and Foundations. 3rd edn, USA: John Wiley&Sons, (2011) 761.
[2] Byford, B., Hampton, M., Micropiles for re-support and lifting of two building under construction. International Foundations Congress and Equipment Expo. Orlando, Florida, United States, (2009) 383-389.
[3] Tumasio, R., Pinto, A., Pernao, J., Rehabilitation and Reinforcement of the Marina Expo Breakwaters, Lisbon, Portugal. Procedia Engineering, 143, (2016) 1511-1518.
[4] Duarte Correia, J, N., Reinforcement of building foundations. International Journal of Engineering & Applied Sciences, , 5, (2015) 1-8.
[5] Maldonado, N, G., Martin, P, E., Maldonado, I, A., Structural Rehabilitation studies of Masonry Building Heritage Under Near Fault Earthquake: A case study. The 15th World Conference on Earthquake Engineering, (2012).
[6] ternik, K., Blejarski, T., Application of micropiles to the stabilization of a deflected old tenement house. The 12th International Workshop on Micropiles. Krakow, Poland, (2014).
[7] Hemeda, S., Pali radice, Root pile, micropile ) technology for preservation of historical monuments in Cairo Egypt . Mistral service sas via U. Bonino, (2015).
[8] Sun, Z., Kong, L., & Wang, Y. Seismic behaviour of a micropile-reinforced cut slope behind a cantilever retaining wall. Soil Dynamics and Earthquake Engineering, 152, (2022) 107058.
[9] Pandit, K., Singh, M., & Sahoo, J. P., Stability Analysis of a Debris Slope by Micropile Reinforcement Technique: A Case Study from the North-Western Himalayas. In A System Engineering Approach to Disaster Resilience (pp. 459-468). Springer, Singapore, (2022).
[10] Pei, Z. W., Zhang, Y. J., Nian, T., Song, X. L., & Zhao, W., Performance investigation of micropile groups in stabilizing unstable talus slopes via centrifuge model tests. Canadian Geotechnical Journal, (ja), (2022).
[11] Kavanda, A., Haerib, S. M., Raisianzadeha, J., & Afzalsoltanib, S., Effectiveness of a vertical micropile system in mitigating the liquefaction-induced lateral spreading effects on pile foundations: 1 g large-scale shake table tests, (2022).
[12] Mohamadi Esfahani, E., & Naderi, R., The effect of farfield and nearfield earthquakes on the seismic behavior of micropile group in loose and dense granular soils. Amirkabir Journal of Civil Engineering, 54(4), (2022) 12-12.
[13] Cheng, L., & Chen, G., Experimental Investigation on Dynamic Performance of Micro-Pile with Predrilled Oversize Hole on Shaking Table Test. In Journal of Physics: Conference Series (Vol. 2148, No. 1, p. 012057). IOP Publishing, (2022).
[14] Kumar, Jain Sanjaya, Mohammed Saleh Nusari, Dangol Purushotam, Acharya Indra Prasad, and Shrestha Rajyaswori, Effectiveness of geocell wall, geogrid and micropile anchors for mitigation of unstable slopes, Geoenvironmental Disasters 8, (2021) no. 1: 1-15.
[15] Malik, Bilal Ahmad, Mohammad Yousuf Shah, and Vishwas A. Sawant, Influence of micropile parameters on bearing capacity of footings, Environmental Science and Pollution Research : (2021) 1-10.
[16] Ying, Chunye, Xinli Hu, Sumi Siddiqua, Gehad Mohamed Hossam Makeen, Peng Xia, Chu Xu, and Qiang Wang. Model tests for observing the deformation characteristics of micropile boreholes during drilling in a soil-limestone mixture, Bulletin of Engineering Geology and the Environment, (2021) 1-21.
[17] Liu, Xueling, Jinkai Yan, Lei Liu, and Bing Han, Large-Scale Model Test of a Micropile Group for Landslide Control. Advances in Civil Engineering (2021).
[18] Lee, Seokhyung, Jin-Tae Han, Hyun-Sik Jin, and Seok-Jung Kim, 3-D Numerical Analysis for the Verification of Bearing Mechanism and Bearing Capacity Enhancement Effect on the Base Expansion Micropile, Journal of the Korean Geotechnical Society 37, (2021) no. 2: 19-31.
[19] Qian1a, Z. Z., Lu, X. L., Yang2b, W. Z., & Cui, Q. Behaviour of micropiles in collapsible loess under tension or compression load, (2014).
[20] Xing, H., & Liu, L. Field tests on influencing factors of negative skin friction for pile foundations in collapsible loess regions. International Journal of Civil Engineering, 16(10), (2018) 1413-1422.
[21] Momeni, M., Yazdani, H., Fakharian, K., Shafiee, A., Salajegheh, J., & Salajegheh, E. Case study of a micropiled raft foundation design in soft calcareous sandy soil in Kerman, Iran. In Geotechnical and Geophysical Site Characterization: Proceedings of the 4th International Conference on Site Characterization ISC-4 (Vol. 1, pp. 1063-1068). Taylor & Francis Books Ltd, (2013).
[22] Ashour, M., & Abbas, A. Axially loaded piles in inundated collapsible soils under compression and tension forces. Canadian Journal of Civil Engineering, 48(2), (2021) 144-158.
[23] Butenko, A. A., Mozgovyi, A. O., Butnik, S. V., & Spirande, K. V. Increasing of strength-rigidity parameters of bases of metallic silos. In IOP Conference Series: Earth and Environmental Science (Vol. 1049, No. 1, p. 012049). IOP Publishing, (2022, June).
[24] Alipour, R., Heshmati R, A. A., Karimiazar, J., Esazadefar, N., Asghari-Kaljahi, E., & Bahmani, S. H. Resistance and swelling of Tabriz marl soils stabilised using nano-silica and nano-alumina. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, (2022) 1-14.
[25] Alipour, R., Khazaei, J., Pakbaz, M. S., & Ghalandarzadeh, A. Settlement control by deep and mass soil mixing in clayey soil. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 170(1), (2017) 27-37.
)