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Method and system for searching a wide area network

A method and system for searching a wide area network that enables users to find the information they seek more quickly and more easily than prior art search engines are disclosed. The method employs various innovative processes that can be included separately or in combination in different embodiments of the invention to improve searching on a wide area network. These processes include a process for making use of a user's prior search queries for query definition; a process for similarly making use of prior search queries by other users; a process for expanding and clarifying the meaning of queries; a process for including paid and other preferred results in an overall query result; a process for using user evaluation data from previous search query results to identify results that should be included or removed from a current result; a process for executing the selected search query, or set of queries, on one or more search engines, collecting the search results and combining the search results; a process for removing subordinate pages from a search result; a process for testing Web pages that appear on a search result, and removing or flagging pages which are unresponsive or slow to respond; a process for ranking search results by applying a set of ranking factors; a pre-caching process enabling faster viewing of search result; a process for providing links to a set of related Webrooms; a process for providing a set of Web maps for Web pages identified in the search results; and a process for integrating user evaluation of the content and usefulness of the Web pages provided by a search and other user data for system use in enhancing search effectiveness.
Owner:INTELLECTUAL VENTURES I LLC

Evaluation method for jointed rock performance and bolting and grouting effects under compression-shear condition

The invention discloses an evaluation method for jointed rock performance and bolting and grouting effects under a compression-shear condition. The method comprises the following steps that all factors influencing compression-shear performance of rock are determined, and an orthogonal test scheme is designed according to experience levels of all the factors; a tested part matched with a compression-shear testing machine is manufactured, and compression-shear testing is carried out; a monitoring system is utilized for monitoring the tested part, the whole fracturing process of the jointed rock is recorded, all the factors in monitoring data are analyzed, the specific value of corresponding rock mechanical parameters of a comparison set and a standard set serves as an evaluation index to carry out statistic analysis on the orthogonal test data to obtain the remarkable influencing factors of the compression-shear performance and obtain the parameter range of each related factor of optimal compression and shear resistance; the corresponding relation between different levels of all the remarkable influence factors and the evaluation index of the certain compression and shear resistance or the bolting and grouting effects is obtained, and design and implementation of the geotechnical engineering supporting and bolting and grouting scheme can be guided.
Owner:SHANDONG UNIV
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