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                             14 gevonden resultaten
nr titel auteur tijdschrift jaar jaarg. afl. pagina('s) type
1 Analysis of pillar stability of mined gas storage caverns in shale formations Cording, E.J.
2015
184 C p. 71-80
10 p.
artikel
2 Assessing karst hazards in urbanized areas. Case study and methodological considerations in the mantle karst from Zaragoza city (NE Spain) Pueyo Anchuela, Ó.
2015
184 C p. 29-42
14 p.
artikel
3 Characterization, performance and replacement stone compatibility of building stone in the 12th century tower of Dudzele (Belgium) De Kock, T.
2015
184 C p. 43-51
9 p.
artikel
4 ‘Corrigendum to “Investigation of a pore pressure driven slope failure using a coupled hydro-mechanical model” [Engineering Geology (2014) pp. 70–81]’ Davies, O.
2015
184 C p. 138-
1 p.
artikel
5 Editorial Board 2015
184 C p. iii-
1 p.
artikel
6 Effects of mineral suspension and dissolution on strength and compressibility of soft carbonate rocks Ciantia, Matteo Oryem
2015
184 C p. 1-18
18 p.
artikel
7 Effects of organic matter on stiffness of overconsolidated state and anisotropy of engineered organoclays at small strain Choo, H.
2015
184 C p. 19-28
10 p.
artikel
8 Evolution of the surface deformation profile and subsurface distortion zone during reverse faulting through overburden sand Chang, Y.Y.
2015
184 C p. 52-70
19 p.
artikel
9 Impact of cyclically infiltration of CaCl2 solution and de-ionized water on volume change behavior of compacted GMZ01 bentonite Zhu, Chun-Ming
2015
184 C p. 104-110
7 p.
artikel
10 Long-term environmental impact at an abandoned gold–silver enrichment plant: A case study in Mitsero, Cyprus Lortzie, Konstantina
2015
184 C p. 119-125
7 p.
artikel
11 Micromorphology characterization and reconstruction of sand particles using micro X-ray tomography and spherical harmonics Zhou, Bo
2015
184 C p. 126-137
12 p.
artikel
12 Slope stability analysis under unsaturated conditions: Case studies of rainfall-induced failure of cut slopes Oh, Seboong
2015
184 C p. 96-103
8 p.
artikel
13 Unconventional pseudostatic stability analysis of the Diezma landslide (Granada, Spain) based on a high-resolution engineering-geological model Delgado, J.
2015
184 C p. 81-95
15 p.
artikel
14 What maximum permeability can be measured with a monitoring well? Baptiste, Nadège
2015
184 C p. 111-118
8 p.
artikel
                             14 gevonden resultaten
 
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