[1] Ouabel H, Bendiouis A, Zadjaoui A. Numerical Estimation of Settlement under a Shallow Foundation by the Pressuremeter Method. Civ Eng J 2020;6:156–63. https://doi.org/10.28991/cej-2020-03091460.
[2] Al husein M. Study of the different behavior of soils and geotechnical structures. Ph.D. thesis, joseph-fourier university - Grenoble I. 2001.
[3] Mestat P. Laws of behavior of geo materials and modeling by the method of the finite elements. 1993;Er lpc, se:193.
[4] Amar, S. and Jezequel J. Mechanical properties of determined soils in place. C 220. Tech Eng 1998.
[5] Combarieu O. Estimation of lateral soil-pile friction from the pressuremeter and shear characteristics. Bull Des Lab Des Bridg Chaussees - 221 - Ref 4255 1999:37–54.
[6] Amar, S. and Jezequel J. Tests in place and in laboratory on coherent soils comparison of results. Liaison Newsl Lpc, Paris, n ° 58 1972.
[7] Frank R. Deep Foundations, c248. Techniques of the engineer. Construction deals. 1998.
[8] Amar, S. and Jezequel J. Pressuremetic test. . Draft method of test. Cp. No. 1985.
[9] Technical rules for the design and calculation of the foundations of civil engineering works ,. Booklet of general technical clauses applicable to public works contracts. Minist. Equipment, Hous. Transp., vol. 3, 1993, p. 182.
[10] Hassan A. Improved soil characterization by piezocone peak loading test. Application to deep foundation calculations. France. university blaise pascal - clermont ii, 2010.
[11] Jourdain B. Probability and statistics for the engineer. 2018.
[12] Khaldoun N. Effect of constraint rotation on. Doctoral Thesis. National School of Roads and Bridges., 2004.
[13] Pressuremeter test of menard party 1 test without cycle. 2000.
[14] Tebbi.O. Estimation of reliability laws in mechanics by tests accelerate. Doctoral thesis. University of Angers, 2005.