@article{gledocs_11858_7300,
author = {Schweikle, Volker},
title = {Theorie der Belastbarkeit von Böden aus Torf},
year = {2011},
volume = {41},
pages = {125-136},

abstract = {Abstract: The distribution of pressures under load in peat soil depends on the soil structure. Rolling loads produce shear in the middle and in front and behind wheels. The movement of mass of peat soil under load by the responsible forces is presented. Wet peat will be compressed only if the water in the pores will shift. Loads are effective on peat soil volumes and in time. Therefore the use of vectors has to be replaced by balances of the specific energy/power. Impacts transmit similar amounts of power, as loads do. The compression of peat soil has to be valued by the requirements of the prevailing vegetation; that means due to the penetrability of roots in depth and volume of peat soil and the plant available water content in time of growth of plants.},
note = { \url {http://resolver.sub.uni-goettingen.de/purl?gldocs-11858/7300}},
}