ON THE NEW FINDS OF FOSSIL EGGS OF STRUTHIO ANDERSSONI LOWE IN NORTH CHINA WITH REMARKS ON THE EGG REMAINS FOUND IN SHANSI,SHENSI AND IN CHOUKOUTIEN

In the Museum of the Geological Survey only a single complete speci-men of a fossil egg of Struthio is exhibited.This specimen came from Ssushui(汜水) and it was described briefly by J.G.Andersson in his "Essays on theCenozoic of Northern China."~1 The othe     

MICROSCOPIC STRUCUURE OF TZUHSIEN COALS AND ITS BEARING ON COKING PROPERTY

The samples for microscopic study are all collected from the Hsitsocoal field situated about 50 li northwest of the Tzuhsieh city and 40 li east ofthe Matouchen station of Pinghan Railway.In order to understand the     

Tmax of asphaltenes: a parameter for oil maturity assessment

A new maturity parameter determined on both oil and bitumen samples, the asphaltene T_max, is proposed and discussed. This parameter could be very useful to address the maturity of the source rock. The asphaltene T_max is measured by programmed Rock-Eval pyrolysis, using a modified temperature program. Some phases of the experimental procedure, such as the asphaltene preparation and the Rock-Eval measurement substratum choice, are crucial in order to achieve reliable data. Laboratory simulations were carried out in order to assess the possible effects of both primary and secondary migration on asphaltene T_maxin the expelled oil: the original value of the asphaltene T_max in the bitumen is not substantially modified and it is very close to that measured on kerogen. Examples of the determination of asphaltene T_max on many samples, collected from different areas and with different organic matter composition, are given. Results show that T_max values from oil asphaltenes are reasonable indicators of source rock maturity.     

Optimization of reinforced soil embankments by genetic algorithm

A Genetic Algorithm (GA) is described, which produces solutions to the cost optimization problem of reinforcement layout for reinforced soil slopes. These solutions incorporate different types of reinforcement within a single slope. The GA described is implemented with the aim of optimizing the cost of materials for the preliminary layout of reinforced soil embankments. The slope design method chosen is the U.K. Department of Transport HA 68/94 ‘Design Methods for the Reinforcement of Highway Slopes by Reinforced Soil and Soil Nailing Techniques’. The results confirm that there is a role for the GA in optimization of reinforced soil design. Copyright © 2000 John Wiley & Sons, Ltd.