Titlebook: Ingenieurgeologische Probleme im Grenzbereich zwischen Locker- und Festgesteinen; Karl-Heinrich Heitfeld Conference proceedings 1985 Sprin

HOWL

Ursachen und Mechanismen des Trocknungs-Befeuchtungs-Zerfalls überkonsolidierter Peliteontact between the clay particles is weakened by desiccation and the structure collapses when rewetted..The extent of the initial increase in strength depends on the degree of clay particle orientation. The preferred orientation is independent of the rate of diagenesis..The decrease in strength by r

Repetitions

Einflu? organischer Substanzen auf die verwitterungsbedingte Entfestigung von Peliten am Beispiel dee of the Posidonia Shales. It is usually possible to reach almost unweathered bedrock at a depth of around 1 to 2 meters below ground surface. A distinct dependence of rock strength on organic content has been proven by uni-axial compression tests (fig. 4).

考博

策略

peak-flow

Mineralbestand, Gefüge und bodenmechanisches Verhalten tropisch verwitterter Vulkaniteructures. Even in the smectite/allophane stage where the texture seems to be intact the strength decreases dramatically..According to the appearance of rock bodies the outcrops in Costa Rica must be assigned to weathering stages W 2 and W 3, the two outcrops in the Vogelsberg to W 3 — W 5 and W 2 (f

GRATE

小溪

Verwitterungsabh?ngige geochemische, mikrostrukturelle und geomechanische Eigenschaften halbfester Tonfirmed by use of the thermodynamic Computer model WATEQF (fig. 2) and microprobe analysis..The interrelations between the changes of geomechnical properties (e.g. cohesion, compressibility, shear strength, creep and failure behavior (tab. 1 and 2)) and the complex mineralogical, geochemical and mi

MONY

CLAM

即席演說(shuō)

Mechanische Eigenschaften von St?rungen und Verwitterungszonen im Granitgebirge und deren genetischerameters: 1. uniaxial peak strength, ?., 2. dry-density, ρ., 3. strain rate ratio, ε./ε., 4. creep strain rate per 2 minutes under one half of the uniaxial peak stress, 5. percentage of peak strain rate, % ε. which depends on uniaxial stress in a nonlinear manner, 6. modulus ratio, E./E...Tentativel